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C.O.R. 1503 TO 1851 S88003'1 6"E 1939.31' S — G G G G , G — -G � - - - - - - - - - - - - - - - - , G — G G G W sn ww c� w W ..W W W W w ----------------------------- P(UG) --- — "U" ------ ------------------------------- -------------------- — ------------------------- -------------- T ---- T T P(UG) A=88°41'1 R=25.00' rn L=38.70' 00 wv W wv yy 7�l 7WX �_j— WD — N (to P<uc T T T — o 0 �l wv w i ZIA,I 0 I n I ❑ I / -�-TM - I Al � 0 0 O I I r— a 11 I O ;d I N 00, a I �a n I O l- 0 / 0 ! o \ 00 rA C) I in i a � I ' y _ u ey _— — — P P I a I „ o I 0 01 --------------------------- as as VAULT ACCESS G — SD W Z) Z .0z OW U > 4u Q w 0 z O N OC N Z W■ W �-- O 0 C) W M 0 w m w lV N Q i Q z > w I— = °aI w Cn aU) W Q Z Z Z Z 0 Qom' D C 0) c0 00 w Z Q LjJ V 5z . 7 W— W = 000 y s� Q �U < ► ® z W 1 � .. 0 z O O O z U W I i Ii W Z) Z .0z OW U > 4u Q w 0 z O N OC N Z W■ W �-- O 0 C) W M 0 w m w lV N Q i Q z > w z = °aI w O aU) W Q ZZ O Z Z U Qom' D Nco N M LO W Lu ~z O aU) W a� ZZ W N N 00 Z Z Q( N I- Z j �z C 0) c0 00 w Z Q w w N r- i`�NN 5z �H�.-, ww 00 > � 000 y s� ® i < ► ® z 1 � V w Nco N M LO W � Ir "g'. -Tal # �u 1 "=10' 0 5 10 20 f)zn C, r Q O L2 oW Z vi U �Q O Z w CD p W ON o ry ^^w n �Z r�n V Z w zJ N N 0 Z 0 Z vW IX C) z C� 00 w w U) ® ::) U) w w NWNN 00 LL� M Z 40,00, - -' L z Aaz ® z ® � p _ W v Uz o w ❑ r`o W VII Q O L2 oW Z Y U �Q O w CD Z W ON o ry N g0) aF YLLj� Z w zJ N N 0 Z 0 Z Q0 �Nti IX C) z C� 00 w w ~o�o� 0 1= .-..� w w NWNN 00 M 14 w m U U Z 2 , > E W U) �' W r Z Y O W � o ZW U g0) aF W D Z w zJ N N 0 Z 0 Z Q0 �Nti IX C) z C� 00 w w N >Q T- I` > N N Z(D 5Z 1= .-..� w w NWNN 00 ch 14 40,00, z ®® ® Aaz ® z � I v E W U) �' W r LOCATION INDEX OF DRAWINGS SHEET DESCRIPTION REV. DATE PROJECT TITLE SHEET, INDEX OF DRAWINGS CIVIL DRAWINGS 1 OF 2 ALTA ACSM LAND TITLE SURVEY 2 OF 2 ALTA ACSM LAND TITLE SURVEY C1 OF 9 CIVIL GENERAL NOTES C2 OF 9 DEMOLITION AND T.E.S.C. PLAN C3 OF 9 SITE SITE IMPROVEMENT PLAN C4 OF 9 GRADING PLAN C5 OF 9 STORM DRAINAGE PLAN C6 OF 9 SANITARY SEWER AND WATER PLAN C7 OF 9 CONSTRUCTION DETAILS C8 OF 9 CONSTRUCTION AND T.E.S.C. DETAILS C9 OF 9 STORM VAULT DETAILS Ll OF 2 LANDSCAPE PLANTING PLAN L2 OF 2 SIGNIFICANT TREE PLAN CANOPY/KIOSK ARCHITECTURAL DRAWINGS AS1.1 ARCHITECTURAL SITE PLAN A1.0 KIOSK EQUIPMENT AND FOUNDATION PLAN A1.1 CANOPY CONSTRUCTION IMPROVEMENT PLAN A2.0 EXTERIOR ELEVATIONS AND SIGNAGE A3.0 YARD DETAILS SD -1 TRASH ENCLOSURE PLAN AND DETAILS EXHIBITS EX -1 NEIGHBORHOOD DETAIL MAID EX -2 CANOPY ELEVATIONS EX -3 COLORED SITE PLAN EX -4 COLORED LANDSCAPE PLAN PROJECT -DATA THE 8'x21' KIOSK BUILDING FOR THIS PROJECT -0 -I'LL. LIE PREFABRICATED OFF—SITE AND TRANSPORTED TO THE SITE. THE KIOSK MAN U FAG-QUR�ER .(Frey—Moss) WILL BE UTILIZING 3rd PARTY INSPECTION BY WASHINGTON STATE CERTIFIED INSPECTORS AND WILL PROVIDE A CERTIFICATE OF INSPECTION FOR STRUCTURAL/WELDING, MECHANICAL AND ELECTRICAL INSTALLATIONS PER IBC. INSPECTION BY CITY OFFICIALS WILL BE REQUIRED AT INSTALLATION. INDEX UPDATED PERMIT RELEASE: PERMIT RESUBMITTAL: BID RELEASE: CONSTRUCTION RELEASE: QFC FUEILING FACILITY ADDITIO 4615 NE 4TH STREET RE I NTON, WASHINGTON 98059 BARGHAUSEN CONSULTING ENGINEERS, INC. "LAND PLANNING AND DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 S I k°� UNA L STAMP 7 A PROJECT DATA PROJ CT CONSULTANTS PROJECT DESCRIPTION- CIVIL ENGINEER Barghousen Consulting Engineers Inc. Construct new QFC retail gasoline facility with a 178 square foot 18215 — 72nd Avenue South cashier's kiosk building and 3,353 square foot, free—standing pump Kent, WA 98032 Project Contact: Jay Grubb, P.E. island canopy (with 5 multi—product dispensers) (425) 251-6222 Install (1) 20,000 gallon, (1) 18,000 (split 10,000/8,000) gallon dual compartment underground gasoline storage tanks. CANOPY STRUCTURAL ENGINEER Miscellaneous site improvements such as paving, landscaping, signs, Madison Industries trash enclosure, generator enclosure. 1900 East 64th Street Los Angeles, CA 90001 SCOPE OF WORK. Project Contact: Sam Frey (800) 377-3322 The project consists of the construction of a QFC gasoline facility accessory to the QFC retail store. The fueling facility will be open 24 hours/day, 7 days/week and attended KIOSK STRUCTURAL ENGINEER at all times the main store is open for business. During non—store hours the fuel center will operate as a fully automated facility. The proposed facility will be owned and Frey—Moss Structures Inc. maintained by QFC. The QFC gasoline employees will be fully trained in the operation 1801 Rockdale Blvd. and maintenance of the fueling facility. Conyers, GA 30012 Project Contact: Lee Drummond (760) 564-9400 OWNER-' QFC Stores, Inc. P.O. BOX 42121 MECHANICAL/ELECTRICAL ENGINEER PORTLAND, OR 97242 Phone (503) 797-5617 Barghausen Consuli ' ing Engineers Inc. 18215 — 72nd Avenue South c/o Barghousen Consulting Engineers, Inc. Kent, WA 98032 Project Contact: Omar Vasquez 18215 — 72nd Avenue South (425) 251-6222 Kent, WA 98032 Owner's Contact: Mr. Bob McNeill GEOTECHNICAL ENGINEER (425) 251-6222 The Riley Group Inc 17522 Bothell Way IE SITE INFORMATION:, Bothell, WA 9801 I Project Contact: Ricky R. Wang PhD, 'iP.E. (425) 415-0551 ADDRESS- 4615 NE 4TH STREET Project Date: August 22 2-345 # 201 , 2012 RENTON, WASHINGTON 98059 APPROXIMATE SITE AREA- 24,000± Sq.Ft. STATEMENT OF SPECIAL INSPECTIONS ZON�NG INFORMATION, MC (MIXED COMMERCIAL) — TAX LOT No-. 1. Concrete of 3000 psi or greater compressive strength: a. Periodic inspection of reinforcing steel and placement, per IBC Table 1704.4.1 BUILDING INFORMATION: b. Continuous inspection of anchor bolts placed in concrete per IBC Table 1704.4.3 c. Sampling of fresh concrete for strength tests, temperature, slump, and air content per PROJECT VALUATION; Canopy = $210,000 IBC Table 1704.4.6 Kiosk = $11,500 2. Post— installed anchors: U.S.T.'s = $118,500 a. Periodic inspection of installation of proprietary expansion or epoxy anchors in hardened Total = $340,000 concrete per IBC Table 1704-.4.4 BUILDING USES; 3. High—strength bolts: Pump I island canopy; retail sales of gasoline. a. Periodic verification of identification markings on bolts, nuts and washers to conform to Cashier's Kiosk: Sales Office ASTM standards per IBC Table 1704.3.10 b. Confirmation of bolt manufacturer's certificate of compliance per IBC Table 1704.3.1b PROPOSED BUILDING SQUARE FOOTAGE- C. Periodic inspection of snug—tight joints per IBC 'Fable 1704.3.2a Pump island canopy: 3,353 square feet 4. Field Welding: Kiosk (cashier): 178 square feet 0. Periodic inspection of field welding (if performed) CODE ANALYSIS - b. Welding shall be performed by WABO certified 'Welders Report Requirement: CODE° 2009 International Building Code Special inspectors shall keep records of inspections. The special inspector shall furnish inspection 2009 International Fire Code reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was or was not completed in conformance to approved JURISDICTION-. City of Renton Development Services Division Permit Center construction documents. Discrepancies shall be brought to the immediate attention of the for 6th Floor Renton City Hall contractor correction. If they are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge 1055 South Grady Way prior to the completion of that phase of the work. A final report documenting required special Renton, Washington 98057 inspections and correction of any discrepancies noted in the inspections shall be submitted at a (425) 430-7200 point in time agreed upon prior to the start of work by the applicant and the building official. All Special Inspections must be preformed by Special Inspection Agencies and Inspectors registered with the Washington Association of Building Officials and Such Agencies and Inspectors shall be OCCUPANCY GROUP.- M approved by the Building Official prior to construction, CONSTRUCTION TYPE. 11—B CONCRETE MIX DESIGN NOTES STORIES. One GENERIC MIX DESIGN FOR FOUNDATION AND CANOPY DRIVESLAB: MAXIMUM BUILDING HEIGW-- 20' One Story TYPICAL AGGREGATE COMPOSITION PER CUBIC YARD: GRAVEL (ASTM 57) 1860 iLBS ± 20 LBS FLOOR AREA. Canopy 3,353 Sq. Ft, SAND (CLASS 2) 1330,LBS ± 130 LBS TYPE 1-11 PORTLAND CEMENT 5401LBS ± 25 LBS (SIX—SACK MIX) Kiosk = 178 Sq. Ft. WATER 36 GALLONS ± 1 GALLON Total = 3,531 Sq, Ft. AIR ENTRAINMENT: (AT DRIVESLAB ONLY) 4.57. — 6.0% NO AIR ENTRAINMENT REQUIRED FOR FOUNDATION CONCRETE ALLOWABLE FLOOR AREA, 12,500 Sq. Ft : FIBERMESH REINFORCING: NONE AREA INCREASES: Not Required 28 DAY DESIGN STRENGTH: 3000 PSI MIN. DESIGN SLUMP- %" MAX WATER/CEMENT RATIO: 48% — 53% FIRE SPRINKLERS. Not Required DENSITY: 144 PCF — 151 PCF SPECIAL INSPECTION AND TESTING: REQUIRED LOCATION INDEX OF DRAWINGS SHEET DESCRIPTION REV. DATE PROJECT TITLE SHEET, INDEX OF DRAWINGS CIVIL DRAWINGS 1 OF 2 ALTA ACSM LAND TITLE SURVEY 2 OF 2 ALTA ACSM LAND TITLE SURVEY C1 OF 9 CIVIL GENERAL NOTES C2 OF 9 DEMOLITION AND T.E.S.C. PLAN C3 OF 9 SITE SITE IMPROVEMENT PLAN C4 OF 9 GRADING PLAN C5 OF 9 STORM DRAINAGE PLAN C6 OF 9 SANITARY SEWER AND WATER PLAN C7 OF 9 CONSTRUCTION DETAILS C8 OF 9 CONSTRUCTION AND T.E.S.C. DETAILS C9 OF 9 STORM VAULT DETAILS Ll OF 2 LANDSCAPE PLANTING PLAN L2 OF 2 SIGNIFICANT TREE PLAN CANOPY/KIOSK ARCHITECTURAL DRAWINGS AS1.1 ARCHITECTURAL SITE PLAN A1.0 KIOSK EQUIPMENT AND FOUNDATION PLAN A1.1 CANOPY CONSTRUCTION IMPROVEMENT PLAN A2.0 EXTERIOR ELEVATIONS AND SIGNAGE A3.0 YARD DETAILS SD -1 TRASH ENCLOSURE PLAN AND DETAILS EXHIBITS EX -1 NEIGHBORHOOD DETAIL MAID EX -2 CANOPY ELEVATIONS EX -3 COLORED SITE PLAN EX -4 COLORED LANDSCAPE PLAN PROJECT -DATA THE 8'x21' KIOSK BUILDING FOR THIS PROJECT -0 -I'LL. LIE PREFABRICATED OFF—SITE AND TRANSPORTED TO THE SITE. THE KIOSK MAN U FAG-QUR�ER .(Frey—Moss) WILL BE UTILIZING 3rd PARTY INSPECTION BY WASHINGTON STATE CERTIFIED INSPECTORS AND WILL PROVIDE A CERTIFICATE OF INSPECTION FOR STRUCTURAL/WELDING, MECHANICAL AND ELECTRICAL INSTALLATIONS PER IBC. INSPECTION BY CITY OFFICIALS WILL BE REQUIRED AT INSTALLATION. INDEX UPDATED PERMIT RELEASE: PERMIT RESUBMITTAL: BID RELEASE: CONSTRUCTION RELEASE: QFC FUEILING FACILITY ADDITIO 4615 NE 4TH STREET RE I NTON, WASHINGTON 98059 BARGHAUSEN CONSULTING ENGINEERS, INC. "LAND PLANNING AND DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 S I k°� UNA L STAMP 7 A (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S RLE NO. NCS-520794-OR1, DATED JULY 20, 3012) THE NORTH 180 FEET RED ALONG THE EAST UNE) OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. VV.W.` IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF; AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO MNG COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1804907, AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5849734| AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25 FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1887 UNDER RECORDING NO, 8706241488. 111111=0 "111111 / | / / a ":Qocumentsma impact the Proposed Development of a C2 OF 9 DEMOU71ON AND T.F-S.C. PLAN C4 OF 9 Q4UU--3M PLAN C5 OF9 STORM DRAINAGE PLAN CS OF9 SAWARY SEWER AM WATER PLAN 4615 NE 4TH! STREET cuts Orfifls 9606210966 06-214996 Cit b,) f, i RENTON,WA kv) Q "n / | / / a ":Qocumentsma impact the Proposed Development of a WAS NGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND Addrem RhEPL"A"CING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 4615 NE 4TH! STREET cuts Orfifls 9606210966 06-214996 Cit b,) f, i RENTON,WA kv) Q "n REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS ,200.91.2310003o4 312009 Deed in 0eu of. Foreclosure Sandjay, LL( SypnL�x� MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL LLC 1221-255 11�20-1923 Quit Claim Deed 5849734 / | / / a CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WAS NGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND Addrem RhEPL"A"CING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 4615 NE 4TH! STREET ACTIVITY. PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A b,) f, i RENTON,WA kv) Q "n REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. 71; CML GENERAL NOTES WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE P.OBOX 47060 FUEUNn FACILily Call Toll Free OLYMPIA, WASHINGTON 98504-7060 rowing No,: 1 (800) 424 555%5' UPON COMPLETION or CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED OR 'COST TWO WORKING DAYS DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS, THE Cl of 9 APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE BEFORE YOU DIG RESPONSIBILITY OF THE CONTRACTOR. / | / / a poi• 6� gym..B, ROKEN J OX " p° Uri' b T - P(UG) �1 TES �s9�'d-' p��.51' �i MAPKE -. _STREET LIGHT fi 1 ROUND CONCRETE 3LDG. COLUMN ASC (TYPICAL) b lb i5. lb SHORING. i po°10 p EXISTING RETAIL BUILDING �i I ��µ HE •T PUMP 4kA i ' s T uL1° DISH 6b5 7 APIA 152305-9094 I 6 � C � FAMILY PARTNER n l.L.C; � � pOpo°�q��e y. ,., ..;5 „ w .; [s3,: •S§.,: '' y 3P."5.: sg 0, ... °.. n.. Y* a.'7,5',.-, -tc". 2, x.. -M.s x l A'U r CATCH BASIN TYPE 1 L RR01 = 405,20 12 CMP E == 400.30 12" CIDP W = 400.38 SEVIER MANHOLE (54- Ise) RIM = 403,66 4' GONG NE w 382,29 18' PVC T '= 382,16 24" CONC 'fir = C1 38110 (FLOWS TO WEIS T) " D.I. VERT SE = 597,25 0 2585.7OR.) �0ae®�E .��9 (1 a�®Ro TO 1851) NP I SAWCUT G STPWI -) - -- - -• -- - _. --I pope -9124 I SET RE AR/CAP MARKED LS 4001 POWER ^�fi,� �I)Lii BASIN vYS'S'UL o% ". TYPE. 1 I. (TO E RE CATE ;t RIM 4'(1�,C15 LOdA`TED) ` 32Y Ck's'% E w ,40104 { 12' CTP = 398,60 SET F EIA /C E:� MARKED LS 40016 i I B, REMOVE WATER METER-, t (T0 DE REL,ITI t i r�<�;° (TO DE RELOCATES _/_llp SEWER MANHOLE (54" DIA) I' R0 = 40,106 24„ CONC E = 582.56 24" CONC S I = 382.43 (FLOWS TO WEST) - CAT(.'Ji BASIN ,OL' 3 LID €E1 = 402.77 12" CONC E 398,42 12" CMP W w98'185 18" CONC N 3;831 NORTH LINE NWI/4 - - If A INLET PROTECTION (TYP®) EX. CURB TO BE CaAT HI EIAI 41,97" REMOVED TYPEc 1 L R�25m00 RImi = 40 L- .70® �_ gy 12 CONC Wv Wv®aboa ap° <i p 12 ' CONC (UU) -- r SIGNAL POLE JOX �q{ 0 } �y p n a9I�� po`Ip°e°° �tv °gy� p°9r ' t iI --CATCH BASIN ' T SOLID LID RIM = 400.72 12" DJ. N = 397,82 QUI o i (INACTIVE) All, 12' CONC S 39782 I Pgg 152305-9057 20py} C�Swi , I g ®H0,� p I I01 Ills" F g JJ�j11 p 'a, �a GUY WIRE, p po a b6, `0 •y9�. �;� �, °• p w TEL, VAULT @.Fr JBOX - a I; POWER POLE. / RR SPIKE t, (SITE BENCHMARK ETIEV ;= 0,00,60) 3 EX. CORD TO BE r � •y9 � r � RERED _ ---HEAT C SdI' p0 y� a G7 S TANK �9® �' ey, C RIM = 398.14 , �, ��° ( ' CMP C = 595,70 <DKROGER TEMPORARY CONSTRUCTION FENCE (G �I�GI� CHAIN LlNK�, FIELD VERIFY AND CONFIRM EXACT LOCAT10N WITH SHORING - a, It PROJECT GER. i op °� _ 1 W 1 TEMPORARY SITE ACCESS GATE (- HIGH CN LINK ITS LOCKING FIELD VERIFY AND CONFIRM ' p°a I"n Nop -`�a� poo9 �' ®� EXACT LOCATION WITH KROGER PROJECT MANAGER, (2)GAS IERS (} �r o�°a - - - ?' ti° _� i w".N_ .,. _ Ek GAS LINE TO REMAIN, PROTECT FROM DAMAGE. 1' TlC'CIND � N, 1<�.TTRASH .F " po ��1. APPROXIMATE LOCATION OF TANK DOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING ^^sy ii-�+. t t, , I 3 -�, �. i'Ii!^:SH .-T�II� �� fs�AP ��AP �` �>+ � `� � � �01�� � RECOMMENDATIONS. CONTRACTOR SMALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER SEEPAGE IN UTILITY .3ImLd..i> %��I.,F..� IL) ''"�.. ET Ci °� _-. 3 _,�,. '® a! 9� (TYI Ir�j -� � � o' 1a oa AND TANK EXCAVATIONS AND SHALL P FOR ®EWATERING AS NECESSARY. A�a�1 N� 1� T T1 Y2f. RE AP CAP --- ' "CORE LS 57555'' 3� � i APT1 152305-9084 "001 p��' ° p°o I t I.1 a 1 PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY'TO PROTECT ADJACENT PROPERTIES, GENERAL po d' pDo' p �� FENCE a° °w ' �5 CATCH BASIN CONTRACTORS L PROVIDE SHORING DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. m pop �il�a Y E APG € p®o. C A 6• 5• 5_�' 4°p' ON. p®p - 6°� 6 m -- °p 3 A®j7� _ _ _ G to m. I - a..� �a� I $- . INLET P uOTECTION RIM 397,43 p 11 ��--_-"'�•,.,-crc.��cF c.�c�..c-=�cc_-_-__`_-__==-�rcc�w�V 1. i..a.I, -= ,J,.%.Y u u p �- _ 01 u =--p .Lo' s�° po�9� o a r' w mm 12° (TYP�� 12"' S.1< S = 395,5 APPROXIMATE LOCATION OF STORM VAULT EXCAVATION WITH SIDE SLOPES/SHORING PER SOILS ENGINEER pfl M & p 9 p , gy RECOMMENDATIONS. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT ADJACENT UTILITIES AND II {jA°�°1 II pU'•II II 11 � A� F i�8'v5 I�L&. "'.�, II I "' ��1 �1'� �lYf �3 ^� .���e.�2�.2 g { 7 A T jj g �� II _ . z I q > I Ty e PROPERTY. GENE CONTRACTOR SHALL PROVIDE SHORINGDESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. q II II II f 4 8 �'SLLS I� II 11 fALL..'�i' ESS d p®'� ss�y "L,?� E�dI S: Ii II i i „...,. CA"I'1'°'H BASIN S^ N - II II II II II {i ids = 411 7A II I `....."w Ck ks[ 0 ?.3 .?9a 81 �PoJI to II I ,I II Dob it 9� ii q ii 6®I p� I r,.. z. it °h 0� X11 �,� , .:,.,_FOOD r. op poo' pop II op° TCP ?P PI 4I, 4C'9,17 1 5Mi po °e �9° III 04 I p � RIM `iTl EXISTING POWER VAULTS TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR AND ,z;< �tlAo 3°°2111 to i F=ilGc Illf�7.? £ vv 90 TRAFFIC PLANS. ts3"✓8Y .;1 C a� ..µ ° 9p dos VAQ- E E = A15.56 - - # I >I, ?d 395.37 VAULT �A a SALVE. ',{ p0� p°� 12" ['} �,2 n i ion 12 D1 W - 95.37 m,a A CESS pg� 65 ,{ VAYLT 1 12'` ADS VI .395,.52 STREET _ � �.. � � �• 9 12 D.I. E � 395.37 9 9 SIGNAL POLE TO DE RELOCATED. REFER TO TRAFFIC PLANS. • `� p6 pO p©per �pnp' +{ ° `° &E p so r Li{ r T 1BOX .._ V ° °3 T ii ®o p °©a�O9 po�6 °�o �9®6��{ I��go��'.`S dT rI�',Ii ';� a� . _ - � -- __ - __ - _ - ___. ® - --- - - _ - .._.. - 41 - - _. - - - . ®� � po RIM = 3 7 38 �� (T0 REMAIN. PROTECT ll b%U'TIt Lllac I_CiT T _ ` '„ orb w 12,t IT.[. Ss Ea.4,, ��° FROM DAMAGE) �� EX. FIRE HYDRANTAN® WATER METER TO BE RELOCATED. SEE SHEET C FOR NEW LOCATION, rr" rr - ry g� .a3'4' q+ I2"" D.I., E 3954,1 IGN CATCH BASIN 12" ADS Vi 395.4j3 TaIN4 4012 69 1 .ULT ul(7`O REMAIN. PROTECT ACa.Sipo+ - ACCESS FROM DAMAGE) ;fig=` 1. ATTEND PRE- CONSTRUCTION MEETING WITH CITY OF RENTON. DEMOLMON NOTED 2. FLAG OR FENCE CLEARING LIMITS.` . ALL PAVEMENTS, CURDS, GROUND COVER, UTILITIES, ETC, INSIDE DEMOLITION LIMITS 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH E AND PHONE NUMBER OF ESC SUPERVISOR. SHALL DE REMOVED UNLESS OTHERWISE SHOWN ON THE P So 4. INSTALL CATCH BASIN PROTECTION. 20 CONTRACTOR SMALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS MELD, PRIOR TO COMMENCING WORK. TESC LEGEND. So GRADE AND INSTALL CONSTRUCTION ENTRANCE. I CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN 6. INSTALL PERIMETER PROTECTION GILT FENCE, BRUSH BARRIER, ETC.). WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. INLET PROTECTION 4, CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER a MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS ANDMANUFACTURER'S OF THE WORK AREA, ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT RECOMMENDATIONS. CONTRACTOR'S EXPENSE. LIMITS OF CLEARING . RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE 5o ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE \ s CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF .RENTON SAWCUTTING, CURB AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. PAVEMENT REMOVAL LIMITS EROSION AND SEDIMENT CONTROL STANDARDS. 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING CONSTRUCTION FENCE � - 10® COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT, PLAN. SILT FENCE 11, STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. SURFACE FLOW ARROW 12. SEED OR SOD MY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. PIPE REMOVAL 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. CURB REMOVAL SAWCUT LINE 2852 7 �A L X V 09 TO I1 SS & (RASI or, OR. ,5103, COR) TO 4 85, iR P@co 61, 19139 .3 A ­GUYT G i 6� CURB' M 0 ER T -STRE Ne, E, 4 H G. -SIG WAY SIG 6 17 DRIVE - n14 AR 0 14 R 2 NSFOR 'W T__ P(UG) AI . _=Z3 REEO WED LER , I I G . z , ' -Z.5 ROS,SWALK.I, SW4 Vj 7' Ac_ n W 71 F(UG) xm ------------------------- ----------------------------- SAWCUI ALK PER CITY OF RENTON STD. DETAIL F005 ITON STD DETAIL F001 WACING TOP COURSE WACING BASE COURSE VASE NMI 11111 �, I m 4.50 5' SIDEWALK LANDSCAPE e a -VARIES 11 EB SAW, CUT 2% 2% -- ------------------------------- -------------- ------------- : ------ - ------ ----------- ---------- ---------------------- �1=111=MIEEI HER'." ------- ----------- 40 COMPACTED DEPTH CLASS "B" ASPHALT Y COMPACTED DEPTH ASPHALT TREATED BASE (ATB) 6- GRAVEL' BASE CURB AND GUTTER PER CITY OF RENTON STD DETAIL FO01 SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS CONCRETE SIDEWALK PER CITY OF RENTON STD, DETAIL F005 DUVALL AVE NE SECTM LEGEND PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT S WAS11 `2857 O/S AL I 4" WIDE YELLOW PAINTED PARKING STALLS WITH 4" WIDE PAINTED STRIPES AT 46 DEGREES AND ------------------ S WAS11 `2857 O/S AL I 4" WIDE YELLOW PAINTED PARKING STALLS WITH 4" WIDE PAINTED STRIPES AT 46 DEGREES AND 2' O.C. WHERE SHOWN, NEW MONUMENT SIGN x NEW 75 KVA, 480A PRL 20BY/120V SEC PAD MOUNDED POWER TRANSFORMER. CONTRACTOR x 0 RESPONSIBLE FOR ALL EXCAVATION, TRENCHING, CONCRETE PAD, GROUNDING GRID, GROUNDING ROD, ALL TERMINATIONS FOR !14ETRANSFORMER, CONDUITS, BACKFILUNG, AND RESTORATION OF GRADE FOR CONDUITS, VAULT, AND PAD. CONTRACTOR SHALL PROVIDE AND INSTALL VAULT, PAD, AND BOLLARDS PER UTILITY PURVEYOR DESIGN. REFER TO BOLLARD DETAIL 4, SHEET A3. EXISTING 3/4" WATER SERVICE. REMOVE EXISTING METER AND EXTEND SERVICE TO NEW 27 METER LOCATION BEHIND THE PROPOSED CURB. INSTALL NEW I" METER WITH A REDUCED V) PRESSURE BACKFLOW PREVENTION DEVICE IN A "HOT BOX"° z 75; GENERATOR AND ENCLOSURE PER ARCHITETURAL DETAILS < INSTALL APPROVED 3/4- REDUCED PRESSURE BACKFLOW ASSEMBLY IN KIOSK FOR WATER SERVICE Project 15432 Store #00871 00 'j Designed By. KEH TO AIR/WATER UNIT. 0 Drawn By: ROC N CONCRETE PARKING BLOCK, 6® WIDE. ANCHOR INTO PAVEMENT. Checked By; JH G INSTALL CONDUIT FROM GENERATOR TO KIOSK FOR BACK-UP POWER. Date. 0) 6 E 32 INSTALL CONDUIT FROM KIOSK TO PUMP STATION FOR POWER AND TELEMETRY scoIe. r=20* Disk File: 15432-A-dwg 0-3 TYPE 1A SIDEWALK RAMP PER CITY OF RENTON STO DETAIL F01O Modelo TYPE 2A SIDEWALK RAMP PER CITY OF RENTON STD DETAIL F011 < THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012 MATCH EXISTING Address: 4615 NE 47H STREET 1_4 '_0 CROSSWALK MATERIAL. RENTON, WA �2 PROJECT SIGNAGE SCHEDULE I -- WE NOTE. ALL SIGNS UNDER SEPARATE PERMIT. IMPROVEMENT PLM Cit NEW LOGO AND "orc- TEXT. SEE SHEET A2.0 FOR DETAILS° Q) a nn g ''vi, Sion an C14 NEW ILLUMINATED LOGO SYMBOL. SEE SHEET A2.0 FOR DETAILS. FUEUNG FACILUY 't LO SE 26 Z NEW KIOSK LOGO SIGN. SEE SHEET A2.0 FOR DETAILS. Drawing No., in 0 I c' (D ggLO C3 of 9 NEW PRICE SIGN. SEE SHEET A2.0 FOR DETAILS. SEWER MANHOLE (54" SIA) RIM = 408,45 24"? E = 25'+ DEEP 24«? = 2,5'+ DEEP (FLOWS TO WEST) " PVC DROP SSE = 39137 " FVC DROP NIW 4019 4 CATCH BASIN - SOLID LIG RIM -- 407<29 2" CMP E = 403,29 12" 2" a„ E,TP '01 40.3,39 - -- SD — CATCH BASIN TYPE I L RIM = 41015,20 1:2" G IP E 400310 12" CMP W.w 400.:35 SD s T - -- P(UG) CKrGH BASIN TEL [SII._ RIM 407.25 SIGN�Ci C - � 1 12" DJ, � 405.611 ir� 1 — STREET 1 �• � � 1_I'�: ST g1 JI V ROUND SLUG, COLUMN (TYPICAL) � e 43 E r ®� CLEARING I 1 1 GRADING LIMITS 1 � 1 EXISTING RETAIL L3i3CL4.s€P`$G I • DAYLIGHT S ALE` TO PAVEMENT 1 a ov, SEE TIS PLANS, 19 1 s e a 1 ' 1 ° I . GRADING PLAN SEWER MANHOLE (54" DIA,)—\, RIM ;= 40166 24" GONG HE = 352.29 18" PVC IN = 382J6 24" C:ONC W = 382JO (FLOWS T -4 E ST) bar D.I. VERT SE 397 TO 1/4 COR.) ;OaRo 1503 To 1851 - N �37 P M ; ' BE ADJUST BOX TGE® ICH F0 G 41 I. uc+ � 0 4 m ' } m • A �:✓°. d : .•��� Y m®. 4 i O s ® 4 4Q m •• 4.4 •. ®' m x% d d q' ®$" aaa 401-4— m m h ®' q: I LI® MUST Y. I IN a� A� a FOR DETAILS GIS 1 1•- ELEVATING SLAB I 1 1 e� i�: .�' �' 4 m °� s �� ��� ®' AT WAS' I ' �° m ®� e.® m - APN 152305 Xx �. HC W FAMILY PARTNERS, LLC 'AT1 c�,® ®® ®max IV- t� 11 m" �.I i £h ..^ 9 R & •%•`«.k i 5.yfi� u^r�yr'Y �• Y &�' 7 �`3..n. 'A ll " _ .• ® t t2)A. ' i. �' 1 1 ® Y """`'•4 =e e, ,`s``m+,°.°f�„„"" _ ,.� f •1 1' ROUND—,, METERS � � 9 9 � I BLDG, COLUMN � ! f, AS � I v t ° r _ _ e lilt -4 _ �Y - ._.. -* _ �_ --------= —� . F __.<--_�� NC SLG ES IN W, IMP MAN OLE , iULT €k?%.,im;.# i T 6°i3d� �a �p8„ 1 '§a��tQ { 'Y8 D72 IA it it I ie i S ALL E �CEEP� Es"' ' • . Iia ,i ii 'I 2S 0 IN Y i TOP GSE( 15 1' f yI if ELB RECTI r p gp i" GATE VALVE E = " 5.56 . g tlf ,,, € , 2 g ADS S = 9 ,52 � � J ACCESS � � �� VAULT 2" �9 x.32 STREET e� e, ACCESS r s LIGHT JBO' _ L— _® — — — — — _..— — .gym — — — ® —. — /r'f Bf — — � — �— ® — m SGtTH LIE LOTB .� � »..... .,�. .._... � _. ....� ....m �. .®.— ��. CATCH BASIN _ 9 IGN IM 402.69,,,--' � � 12- AES W _ 5 IIG. SAL 'E CATCH BASIN -- RIM = 398,4 12`° D.I. N -- 59.89 12" D,k S = 394.59 — -XI 1 SEWER MANHOLE (54'° GIA) RIM = 4010 6 24" GGC E: i=, 58256 24" CONC SW = 382.43 [FLOWS TO WEST) - CATCH BASIN SOLID LIQ} RIM = 402.77 12' CO 1C E ,- 39&42 12" € IMP W 398.86 1R C IN 598.71 Ate. V17' R-25. I lam � �- wv wv _- I N All NORTH LIEGE N i /4 CATCH BASE TYPE 1 L RIM = 401,71 12' C ONO E = 597.36 12" CONC; W = 397.36 15NAL POLE Ox 3 wv dffffff a of !! oI i II SOLID L1 E411.72 1 12" Q II N = 5;97.82 1 oA h E) 12" CONC S µ 397A2 �A 3 L H SWU APPS 152305--9057 lEj j I I Iij� II 40� I� ppm Y WIRE _J TEL. Vikk)LT I / I Cu I , I�1G w.� OWER POLE € I INN RR SPIKE 'SITE BENCHNIARK EL EE = 400 6£1) � �, cATC;H BASIN �I RIM '= .325.14 8" MP S '395.70 MATCH GRADE ALONG SAWCUT LINE 3 =� to 7�I � 1 r.. N 152305-9084 �D a•.} I I w"•w.,,, CATCH BASIN 9 " _ RIM -- 397.43 I I I 12„ DJ. = 595.55 " GMP IN = 395.38 CAEGI3 BASIL 1 ff7GET SOLID UD FENCE CE. RI = 397,91 12" L1.L N, = 395.37 0 12" D i s k4 - 395.37 VAULTACCESS Ct�jTC �� BASF a RIM 397.3E `o� . 12- t€�,t,, 1, S 3.95 , *, 12 'TAB`- W 395 ,I VAI IL Z ACc S 1� MAILBOX E q , LEQEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT =w- 4 J EXISTING CONCRETE CURS NEW CONCRETE CURB - NEW CONC. S ALE EX. U/G POWER _ _ P,TM) EX. TELEPHONE T EXISTING STORM PIPE — so EXISTING SANITARY SEWER PIPE ss — EXISTING WATER LINE _ _ _ " _ _ W€ PM PROPOSE® SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 9E CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND SPOT ELEVATION ¢291.55 EXISTING GROUND CONTOUR -----200,-&--- .,.w.,.•,-00,-&_-..__,PROPOSE® PROPOSEDFINISHED GRADE SPOT ELEVATION PAVEMENT S ALE MEET & MATCH EXISTING M E alp Of S-3 e nvi., tDivision SEP: 2 6 I Store #00871 KEH cv RDC JH v _ r=w 15432-G.dwg 4615 NE 4TH STREET RENTON, WA ' Ise m I STORM DRAINAGE PLAN I a lill 0 10 20 40 EWER MANHOLE (54" DIA PIM = 403.06 24." CONIC E .. 382.56 -SEWER MANHOLE (54' DIA) rC,",TCH BASIN T,I1 = 40&45 TYPE 1 L a,-VdETi L�11�1TiRI OLE� I�� <�� : FLOW TO 24"'?ti? E = 25'+ DEEP RIM = 405.20 � 4C1 . 24"? 'a = 25 DEEP 12", CMP E = 400,30 24 �C)I�C NE- < �<29 � 1.8" PVC N _ X52.16 8 U�� TO WEST) 24 CONC 'IV 38110 s CATCH N " PsC 11C)ECJ`I <i (T'I_CWS TO WEST) SOLID LID ," PVC DROP WN m• 401 AB D.I.'�tEP'I' SE�- :.97,2 §� � � �:� C3LIUL�: `�Ei.LC`�� TT�IPc 12' ONC i402.77 C __. _ 2505°75® __ -w, ., ."_ ;e __. _ - - -�S _- �� _ - - � IS �� � . ���. � e T� ��� �UR.��_ .-_, 1 C�<°�C; I� -µ <3,'�'1 02'1 0 26K46' (MEAS. 'Ce ° ° 1503 TO 1851) _ 4 . � � NEW IE=39e12 (12" SW) CATCH BASIN SOLID I_I1D 1FfE 1STRIPE r RIM, r� fi Ei'r 3 /m.,,Q, x srsr..,la k'4111t 4u�<2,3 .a G � H R 3 L.^. ..,.,,. „,.._.... 2 CM1P E = 4C)S<2 G - G � ,�.. .a IIiV. 12 D.1, S = 4055 44 - _ - _ _ - - - G - G r % ae a 'C;II= Ei �I "tA E:' "•' - - _ - _. I G I 2` CMP } = 403. 39 (off- I1lT "a -Ip - SD SD �'JBOX f� _�_ W _ W - ® WV Wv - -�-- -- VCUG£ -p-el Irl) NORTH LIME NW, /4 CATCH I BASIN TYPE I L RIM, = 401.71 12" CCC E = 397.36 12"CNCW= 37.36 a.PCUG) h, ° . b,.«.« L" ,.. r., r, ls. q ..' 434A+,ddq ® �8' m. .. ® -vxe - \ \�'+ ✓'✓ \ T T I1 I, Tr' s�II", O "d ✓✓,✓ _ - C C BASIN m 6 v T CAP ; P j( 1 rlb ,✓, P RIM �<. JBOX "'^ I�i€,' f4Y{ED L 001 ( �� P � q - € � t I �i ✓ � � IG C A w2 12" °I. N 405.6 REBAR , - •� � ® q E `COT: LS 7 � FIs \ \ jj I / /� -' � P � # E"�S4"S� e� "" a N ®.', y i,..� .m._• ,�dtta3`�sl"''zl.,. §,dl..i:;.. LIGHT Hn.€."`3 34 P O a 2 ".. 'r! My 's. \ /// / .n,.�.,� " (. e P -ii° '\'103°05 t 9 � � � Wv rFrjl 1 P BLDGCOLUMN PI S`� m .Y8.60 i �� � r`I CATCH BASINlN (TYPICAL)4�S MAR SOLID LID PIM = 400,7 2 12" D.L SI = z 97.12 HE NI _ (INACTIV Ed • • �` I ""`� r �' 12 C;C?I�1C S-- 397,82/ P A,PN •I5z�" - 11�� • 'A , a, � I APs' i 230 -9057 14 4 Pm 4 I EXISTING RETAIL BUILDING 41 P G I /. ��. 3. P ads BARE TE I '! O)A B TEL, VAULT '04 m r1r<I P I ®. ®• m ®: 0 1 ® o s9 9 A cl ®. ry. orb I IC}.. ..."m, SATELLITE II ° ��IC&`E£Te POLE le P / Iii€ SPIKE DISI I ° D m : ®m 14 ELEV 400,60) P API '152305--9094 I ® m m i I I ICT FAMILY PARTNERS, ERS, L.LC� � � , °� � . � m � •� I G m`a CATCHBASIN 39& 14 RIM � P I a a I€ STORE VAULT P 1 R OUND METERS I TRASH P � � w� -." " � �� c � � .� PT'YPfCF§i.a l.2 OX - APA 152305-9084 IRRyC VALVE 1 e� � q _ Q R fi � hi m CH IN 5 `v I.S J # dt6.. iw,i'�4 Lt"e6" ' a. �tJ �r, `s+ I I ^**,.m_ CX 4.,€'4 BASIN # r- ayv! of "CORE " r sr x P _ - C�.,} J,,L`rL I _ - - - - ------------- L.�-7 - /"' 20°01 - ---- 112" I w mm _ - _ �' 11 � I Bi2r4 U,[a��a`J7 �.�9< K 8 6- I ^�'yy m,� y#{ �^' ✓"' II -�^^,V j .,.. I I �1,.,�"r:L�°rly S¢. = Jy�gz,,. �yCsyi 5V a4@t t d's9d .iLE.. I �s 'KOJ 8 CMP N ..•);i<d°.38 ss [ !I 11 II 1i 14 11 4 s ITAI 4LT v%€F`II ii II kqb '� <...„,'.•., 1 I1. 11 11 �y yy,, _ q §„"� ! 48 1 II I 'q '�+,.� Iit it „ 11 4 a Irl§i,.L'.`.J II II roe{ PQ q° , z.*„w {@{ WOOD II it Ii i it 39} .:'"CCE"'"' , t s.�g'¢ 1 11I 'k3. °\ '"^�.""°• CATCH i' < '^f£ 3.7<G �I Sf3 I I 0.ai��G..§'i r?:�I P II II it ! I! f ! II 1 'o ii 11 i, d n TCP C �P RIS' ' 4 1.5 ii aOLID LID 3 9.17 FENCE RIM = 39791 ILEI P <\♦ ✓✓ SC0 �y<<T€.. VAL%fE E .H 3-5,56 \` IIi i�.k � �� Lb.t, d " <Js1�rxbd \\; � VAULT _._CAS VALVE 12' .Ian a 2 2" 4§ 9 - I 1 °I, < P ♦\; ACCESS (,€ VAULT �` E 1 �po�a q� 12" ADS `�� = 95.52 .�T �gI#€ �p7AULT p y P t2Y L1.1° E 39 , 3 \\) 91 s`loEaSS LIGH JBOX III ACCESS :aL^�e'�g4.'i H b�t�'4�,t397.38 l �a `\\ �. _..e. ..�. ..,� a.. �.,. �. .-. s,... -..". %- :_,.e. - -.. - ....-. - 0- - - - - �..- r ..e.. _ ..�. .� v._. � ..® _._. �.._ tl l '� � 348�Yf „•^• f: cis \ SOUTH LINE LOT U m � _ - ; / � - � 12" .I C 3C ,4 � ,�.... -.m.,. SIGN g p y� , {+pqC� g �,,<t»y SiCSL`#'"Pi III , Vis# jj 12" D. II^ ,Jz#i ,4. tl C, RIM "-402,69 12 ADS W I =a 395.4p; 12°° AI T .- : 9)„i1 „--_-= 1 = ACCESS ,2-: NEW IE=395°50 (1" FM) ' IIF 1t < I _ II i! i7i q((j /�✓llf MAILBOX jl �'Q II 1 P d"iILBOX I d IRRIG, P VALV E CATCH BASIN RIM = 398,43 P 12" D.I. N ; 394.59 � P 12r" DJ, S _ 394.59 I I I LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB it NEW CONCRETE CURB NEW CONC. SWALE I EX. U/G POWER P(PM EX. TELEPHONE T EXISTING STORM PIPE SD EXISTING SANITARY SEWER PIPE SS EXISTING WATER LINE - - m ... Wpm) PROPOSED SANITARY SEWER CYCLE TIME VOLUME) PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND SPOT ELEVATION +201.55 EXISTING GROUND CONTOUR 20Cj.-&- PROPOSED FINISHED GRADE SPOT ELEVATION 1995 PAVEMENT SWALE MEET & MATCH EXISTING ME DRAINAGESTORM 9 CB 1, TYPE 1 ' SD CLEANOUT TO FINISH GRADE. W/STANDARD GRATE SEE DETAIL 8/C7° RIM=398°50 IE=394°97 (12" E, W) (PER DETAIL SHT CO) 1 29 LF B" TRENCH DRAft SLOPE TOWARDS 11 LF 12" SD 02.0% C81 ROOF DRAIN CONNECTIONS TO STORM® 1 1 4 LF 12" SD 02.0% STORM DETENTION AND WATER QUALITY VAULT @ CB0 Ca TYPE 1 STATIC W°S°=388°60 W./VANED GRATE MAX W°Se=396°50 RIM=398°25 (PER DETAIL SHET Q9) IE=395°25 (12- W) (D VAULT INLET (PER DETAIL SHT CD) IE=394.75 VAULT INLET 19 23 LF 12" SD 02.0% IE=395°0 VAULT INLET 01 CB 7, TYPE 1 lE=39610 W/VANED GRATE VAULT OUTLET RIM=402°5B IE=399°58 (12" NE) W/CONTROL STRUCTURE (PER DETAIL SHT C8) IE=388e60 4 LF 12" SD 0 1.0 SDH 29 TYPE 2-48" STORFILTER MANHOLE W/3-1$" CARTRIDGES (PER DETAIL SHT CO) RIM=400.12 IE IN=3 ffi°55 (12" N) s. IE OUT=386°26 (12" E) 1 O 13 LF 12" SD 0 1 °0% 11 SDH 3, TYPE 2- STORWATER PUMP STATION c? W/CONTROL PANEL INSIDE MIOSIS RIM=399®75 IE IN= 386.13 (12" W) it IE OUT=395®0 (1" F) I BOTTOM EL=381e13i (DETERMINE FINAL DEPTH WITH PUMP SUPPLIER TO ACCOMMODATE PULPS AND MINIMUM CYCLE TIME VOLUME) PROVIDE TRAFFIC RATED ACCESS LID FOR PUMP STATION (PER SPECIFICATIONS SHT C9) @ 72 LF 2" FORCE MAIN (ESI) � 1 4" PVC SDR -35 02®0P MIN. FOR ROOF DRAIN CONNECTIONS TO STORM® SEE ARCHITECT PLANS FOR CONNECTION � AT COLUMN. TYPICAL FOR ALL LIKES � UDDER CANOPY. Project 0 15432 Store #00071 1 " PVC SDR -35 0 1,0 3IN° FOR`4 ®el1�e� By: I�Ei1 CONNECTION OF ROOF D N DOWNSPOUT COLLECTOR PIPES, Drown By, RDC Checked By, JH Date- 8.30.12 s. Seale. Disk File- 1 4 2-U.dwg c? Modelo Address'. i 4615 NE 4TH STREET GENERAL NOTEED. RENTON, WA €_O 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING ./ ; UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IM EDIATELY.��STMM City DRAINAGE PLM 2. ALL EROSION CONTROL MEASURES SMALL B IN PLACE PRIOR TO START OF 1,)T CONSTRUCTION, 1 t;1rL vi�'I ;i1Cj OFIC 3e ALL SPOT ELEVATIONS ARE TO TOp OF FINISH SURFACE UNLESS NOTED OTHER ISE° 4e SEE 1/C FOR CANOPY S GRADES. .5L`,`' 2 Z01 Dr® art N®ea 5e SEE NOTE ON T3e0 FOR ELEVATING SLAB GRADE AT MANWAYS, 0 & ALL STORM PIPE TO BE CORRUGATED POLYETHYLENE PIPE (CPEP) OTHERWISE NOTED, UNLESS : ,LO w"`°3 9 ''°F? '✓C5 of 1� - SEWER NAANHOLE (54" DIA) RIBS = 408.45 24,E e# = 25'+ DEEP (FLOWS TO BEST) Vis" PVC DROP SSE 391.87 8" PVC DROP NW 401,48 CATCH BASIN SOLID LID RIM = 407,29 2" CMP L = 40129 29 12" D.1, S = 405 44 2" CMI? W .- 403,39 - so I _T G G JBOX I SD SIF -I SANITARY SEWER AND 'WATER , � °_" �,' `•'� �,'t P;I...AN x CATCH BASIN -I� f SEWER F�1A6�i1-IO�f_E (54' DIA)w...� YPE a L ' RIM= 40 3.66 IM40520 _ 12" Ca r -- 4003 24 ` CONC 0 ISI 3�a2.26 12'" CCP = 4CIC1. a 18" VC I4 = 382.1 � 24" CONIC W = 382.10 (FLOWS S TO EST) S' D1. VERT SE = 397.25 a (6- S) P CONNECTION PER Q,,_ PENTON DTL 402o2 �al'IfT2STiF'F" �,�,��� `a :1, G 51T;F�E - - -' - - - - _ - - - -� CUC,P � q 3"f ",✓ -+.,.......r,�:'- ��,;: �-®----- m T N CATCH BASIN TEL M � .,� �2�i•�' ��� CAP• A � RIM ' 407<2 � MARKED L 4C?C3iC�� � � 9 '> ICS P JIB �X r PJL, " RE RSA 12 i1,h i f�a ,� f STREET br. Py LIGHT A w I s1,1 03.015 Ss ( 41 BLDG. COLUMN BOB ! � 3 � , (TYPICAL) %l A( F �� i d"f .4 ® 1 �. . f b 4. 4.4 44 m EXISTING RETAIL BUILDING� .• � � � i ! ® e ® ®� ®.• �.m ®.. 5 SEWER MANHOLE (54' DiA) RIFE = 403.06 24" CCiNCI E - 38Z56 24" CONd1 S -W = :382.43 (FLOWS TO WEST) it CATCH BASIN SOLID LILT RIM = 402,77 12" CONC E A 39&42 12" CMF' W 395,805 18' CONC N =.303.71 NEW IE=39112 (12w SW) q( 4V17°' °® 1 700 acv rt W NORTH LINE t° W i /4 CATCH BASIN TYPE 1 L RIM = 4031.71 12" CONC E _:.397.36 12" CONC W M. 397.35 -1 mGUY WIRE C I I i �� II i M ,i TEL, VAULT yl �,n ® m el ` B 11 d t ® g� 1 ! @E+.. I ® !! m• 4• fl®. B ®'➢• ®' ',• m v� B ® II 1'""w-"""' E"OtUER 3';tLE {a SATELLITE:�i €k �SPIKESPIKE! DISH 3��j9 ®" ®N II ' m � 1 ! �� m B� _� i ( (SITE"BENCHMARK ELEV 400.60) s APN 152305-9094 HC W FAMILY PARTNERS, LLC ! �..... _ ._i Ptt •. tl ° RIM = 398.14 ! ON ! 8' CMP S -• 395,70 j f ! ®® " I ! 1 Z 3I ®m . 1' ROUND -40 METERS TRASH p ENC ([`./.,�`'sLs �"^a„ a3i.lfew.. E,.- �.oJ `�•n ,�. ��m mow.-w�.,,. rs r' t , i Y ,v.r. dh,�.. ......_.,w,.w.,.,w...„_._,......wwww_.,_.,...w,-.w•,..,...,.w.,,�:.i�`¢ �'.•°..�""i ( to .. I J80x ! Ar l°e 152305--9084 II TF1€`SI=C Ve�':LVE _ - - - - _ _ ®- . II - FND 3 aA. R/ CAP w-,�"'"'„... - .., tt... �7e8"...e .w.,..,•„tlg' 1 Po�..�,1!� , «,. CATCH BASIN tN. "CORE LS 3755 `' % ' � ., i RI€�?t •w 397,43 CAS SIAL° i P t �I�a� 9 i S ! g (� f r�'� II----------------------_°-__dii-----' --_-- - ---- --- --- I-- �'`�^"-`( »4�" I 12. D,L Y'§ "'^ �.'�5,38 "• .. � it .dR,. `°`'J ................. � �., .� �, °I I ii Il rr�e®al f 11 - _ - 'I2" ELL S ,95.38 11 ° n II a qp g (-TJ vis r�? 109 a a,` C 3°a II 11 II II 11 II ALT tfi d,..,, 1, „ STALLS u I I C'`IALLS 48a DI i u �f1 � ( �°`..,. u n 1 p�F II � �c�a "�.e, II 11 Ij t 4 -II �� �krCESS �`� ��gg � «� 11 / II ,� �' � \ `",*a....w q+gyy+t,�� BASIN RI °t ,.,; 4 ti3.72 II °�,jgQ I ! WOOD €, A C : i II II �� II it II OP' C,.v1 ' RISE R� r, II III 'Fy ) � �,.• WL�SP�+ D O ID LID iii �� _ �3 II 1j II it � I� g`�4� ytp.�p it g III 't, I( 1 FENCE 4��pbp3RA..E a.i ie€Y.(f��g �Yq �^�^e L..,t31P .31 •%,5.1 P 51` ✓ 3 11 I `ti, ,�"`•z" I i ! F48}}` {^� I :.d d ...1 3 N qq 4 _ GATE Ai.aalE €w `= 3:8 ,�� y __ -_ - - ill `""' I 1.2 ELL N m 395.37 °110°x} VAULT �•�. a4 s g " ' ! 12' L1<(. �a7 � 6. T7 i 1` , .. t5s`'je,.} 4t ,L�IL. E ,tib' i.G.` {},C.3J J ` _� II �_ M,. 1 I = 1,9Pro e�ca ACCESS `,a+" VAULT 12" A,I��� °�tl 39�i.52 ST a FF .,, I VAULT i 12" 4°' E "w 395.37 ACCESS LIGHT CSX _° II , w CAS CACI ACCESS __._ - .-n -- o r`� � � r � � m _ � � ®_ �-- .,,.._ _ _- _®.. _ � � _ � � _ _ � � iii � RIM = 397,3 rl, SOUTH LINE I..�r ,,�� � X11 � 12" DI S 395Ai . lel isiii 12'a DI F 390141 CATCH BASIN�E�F? iii � 12s'it ADS W = 39:1,41 RIM = 402.69 1 � FAULT 12" AUS W = 399,51 --_- 1- ACCESS NE lE®39o54 {I NIAILEBOX EM) I I ! u II a t ! _ IIS. If CATCH BASIN ! RIM _: 398,43 ! 12" D.L N w 394.59 12" D.I. S _ 394.59 ! ! �I ! PROPOSE® ASPHALT PAVEMENT.. ,. PROPOSED CONCRETE PAVEMENT 1 o EXISTING CONCRETE GURU A NEW CONCRETE CURB NEW GGNGo SWALE ... -- EX. U/G POWER P(PM) SICL4AL. F'OI_E EXISTING STORM PIPE -- SD - - EXISTING SANITARY SEWER PIPE J8„3OX EXISTING WATER LINE --------- ._ _ Wpm) _ PROPOSES SANITARY SEWER wv , ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS 0 ;1u PROPOSED STORM DRAINAGE OTHERWISE. ; u III CATCH BASIN OLID LID PROPOSED TYPE 2®4" CATCH BASINA Q A, ! RIM = 40107.72 +201,55 EXISTING GROUND GON70UR 12 R.T.I. N = 397,82 PROPOSED FINISHED GRADE SPOT ELEVATION 199.5 PAVEMENT SWALE ! (INACTIVE) MEET & MATCH EXISTING ME 12" CONC S .... 397Z2 I 6- BALL VALVE (NORMALLY OPEN) IN APP 152305-90757 I II SEPARATOR AND FLUSH WITH I I 11 ! AROUND VALVE BOX. PROVIDE -1 mGUY WIRE C I I i �� II i M ,i TEL, VAULT yl �,n ® m el ` B 11 d t ® g� 1 ! @E+.. I ® !! m• 4• fl®. B ®'➢• ®' ',• m v� B ® II 1'""w-"""' E"OtUER 3';tLE {a SATELLITE:�i €k �SPIKESPIKE! DISH 3��j9 ®" ®N II ' m � 1 ! �� m B� _� i ( (SITE"BENCHMARK ELEV 400.60) s APN 152305-9094 HC W FAMILY PARTNERS, LLC ! �..... _ ._i Ptt •. tl ° RIM = 398.14 ! ON ! 8' CMP S -• 395,70 j f ! ®® " I ! 1 Z 3I ®m . 1' ROUND -40 METERS TRASH p ENC ([`./.,�`'sLs �"^a„ a3i.lfew.. E,.- �.oJ `�•n ,�. ��m mow.-w�.,,. rs r' t , i Y ,v.r. dh,�.. ......_.,w,.w.,.,w...„_._,......wwww_.,_.,...w,-.w•,..,...,.w.,,�:.i�`¢ �'.•°..�""i ( to .. I J80x ! Ar l°e 152305--9084 II TF1€`SI=C Ve�':LVE _ - - - - _ _ ®- . II - FND 3 aA. R/ CAP w-,�"'"'„... - .., tt... �7e8"...e .w.,..,•„tlg' 1 Po�..�,1!� , «,. CATCH BASIN tN. "CORE LS 3755 `' % ' � ., i RI€�?t •w 397,43 CAS SIAL° i P t �I�a� 9 i S ! g (� f r�'� II----------------------_°-__dii-----' --_-- - ---- --- --- I-- �'`�^"-`( »4�" I 12. D,L Y'§ "'^ �.'�5,38 "• .. � it .dR,. `°`'J ................. � �., .� �, °I I ii Il rr�e®al f 11 - _ - 'I2" ELL S ,95.38 11 ° n II a qp g (-TJ vis r�? 109 a a,` C 3°a II 11 II II 11 II ALT tfi d,..,, 1, „ STALLS u I I C'`IALLS 48a DI i u �f1 � ( �°`..,. u n 1 p�F II � �c�a "�.e, II 11 Ij t 4 -II �� �krCESS �`� ��gg � «� 11 / II ,� �' � \ `",*a....w q+gyy+t,�� BASIN RI °t ,.,; 4 ti3.72 II °�,jgQ I ! WOOD €, A C : i II II �� II it II OP' C,.v1 ' RISE R� r, II III 'Fy ) � �,.• WL�SP�+ D O ID LID iii �� _ �3 II 1j II it � I� g`�4� ytp.�p it g III 't, I( 1 FENCE 4��pbp3RA..E a.i ie€Y.(f��g �Yq �^�^e L..,t31P .31 •%,5.1 P 51` ✓ 3 11 I `ti, ,�"`•z" I i ! F48}}` {^� I :.d d ...1 3 N qq 4 _ GATE Ai.aalE €w `= 3:8 ,�� y __ -_ - - ill `""' I 1.2 ELL N m 395.37 °110°x} VAULT �•�. a4 s g " ' ! 12' L1<(. �a7 � 6. T7 i 1` , .. t5s`'je,.} 4t ,L�IL. E ,tib' i.G.` {},C.3J J ` _� II �_ M,. 1 I = 1,9Pro e�ca ACCESS `,a+" VAULT 12" A,I��� °�tl 39�i.52 ST a FF .,, I VAULT i 12" 4°' E "w 395.37 ACCESS LIGHT CSX _° II , w CAS CACI ACCESS __._ - .-n -- o r`� � � r � � m _ � � ®_ �-- .,,.._ _ _- _®.. _ � � _ � � _ _ � � iii � RIM = 397,3 rl, SOUTH LINE I..�r ,,�� � X11 � 12" DI S 395Ai . lel isiii 12'a DI F 390141 CATCH BASIN�E�F? iii � 12s'it ADS W = 39:1,41 RIM = 402.69 1 � FAULT 12" AUS W = 399,51 --_- 1- ACCESS NE lE®39o54 {I NIAILEBOX EM) I I ! u II a t ! _ IIS. If CATCH BASIN ! RIM _: 398,43 ! 12" D.L N w 394.59 12" D.I. S _ 394.59 ! ! �I ! PROPOSE® ASPHALT PAVEMENT.. ,. PROPOSED CONCRETE PAVEMENT 1 o EXISTING CONCRETE GURU EXISTING NEW CONCRETE CURB NEW GGNGo SWALE ... -- EX. U/G POWER P(PM) EX. TELEPHONE EXISTING STORM PIPE -- SD - - EXISTING SANITARY SEWER PIPE _ _ _ __ _ - SS _ EXISTING WATER LINE --------- ._ _ Wpm) _ PROPOSES SANITARY SEWER ',k) 1r 1n,,.(I o, €Sion . ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE OTHERWISE. PROPOSED TYPE IL CATCH BASIN PROPOSED TYPE 2®4" CATCH BASINA Q A, EXISTING GROUND SPOT ELEVATION +201,55 EXISTING GROUND GON70UR -200:9 -- 2 0s9-_,PR®POSED PROPOSED FINISHED GRADE SPOT ELEVATION 199.5 PAVEMENT SWALE 6. MEET & MATCH EXISTING ME UTILITY CALLOUTS (D 76 LF 6" SS 0 2.18% 6- BALL VALVE (NORMALLY OPEN) IN CAST IRON BOX. SET VALVE BOX MIN, 3° FEET DOWNSTREAM OF OIL/WATER SEPARATOR AND FLUSH WITH PAVEMENT. PROVIDE CONCRETE COLLAR AROUND VALVE BOX. PROVIDE MATCHING T - ®LE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. - Alm-10111-1- film- r1r1mift GENERAL NOTED 1 o CONTRACTOR SMALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. -a Cite 2. ALL EROSION CONTROL MEASURES SHALL HE IN PLACE PRIOR TO START CE of Rem n to CONSTRUCTION. ',k) 1r 1n,,.(I o, €Sion . ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SEE I/C6 FOR CANOPY SLAB GRADES. SES'.2 6 1op 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS, 6. ALL STORM PIPE TO BE CORRUGATED POLYEYHYLENE PIPE (CPEP) UNLESS OTHERWISE NOTED. VJ I i X X O U r Project 15432 Store #00871 B� �q Designed Bp KiEH Cog c, ®Pawn By. RISC Checked By, JH Date: 03 Scale- 50, Disk File: 15432-ws.dwq Modelo I a9 I AAdres�,� 4615 NE 47H STREET RENTON. WA Cn C WATER PLANr FUEUNG FACIMY to Drawing No- I -,O ' O C6 of 9 �% CANOPY AND NOT TO SCALE ` Q F TRUCTION DETAILS TANK BURY CALCULATIONS Y 9 FURTHEST A smsca 0 e (PRODUCT) CATCH BASIN FOR ELEVATION AT TDP OF ISLAND (PERP ) HYDRAULICALLY 19 401,23 SLAB RUNOFF PIPING FALL o [(L) x 1/8" PER FT.)] TOP=400.50 CONCRETE SLAB 12 I TRUCTION DETAILS TANK BURY CHART ORATE SHALL HEEL PROOF 29" BOA FABRICATED FROM! 10 ;GSA• '-MATERIAL FRAM tit ' of J CONCRETE PAVING 'NOT SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. /4' TAPERED ®KEYWAY:. �. . ® ° 4 •NtW4WoRK .d TANK BURY CALCULATIONS Y FURTHEST DESCRIPTION smsca ISLAND .bbd (PRODUCT) 1® ELEVATION AT TDP OF ISLAND (PERP ) 401,23 I PIPING FALL o [(L) x 1/8" PER FT.)] CONCRETE SLAB 12 I [(L) x 0°01041 NO'f TO SCALE THERE L (VAP.) = 1 a (PER PLAN) g 10 7 FT, 3. PUMP ISLAND (6 IN.) 5,OpE . »SDOT HOT MIX ASPHALT 1/2—INCH CLASS - ma >.> , ®- ° : 1161".0 00 00 C6 ,. CONC, DRIVES (6 IN.) B- (MIN.) COMPACTED DEPTH 0 0 00 00 0 °o 0 co 48o0"00 PIPE COVER (12 IN.) ----------- CRUSHED PIPE DIAMETER (3 IN.) n o ) O° ----------- i I CONNECTIONS (0 INo) o a ----TANK TOTAL 36 IN., OR JW SUBGR E 3°00 FT. 4, GRADE DIFFERENTIAL (2 + 3) o #4 ASPHALT OR CONCRETE 4°87 FT. 5° TOP OF TANKS AT LOWEST POINTS m a e Date: 830.12 (# 1 ® 4) ® '5 30636 6° TOP OF SLAB ELEV° ABOVE TANKS 0 Disk File., 400°65 LOWEST ELEVATION (PER PLANS) 7° DEPTH OF BURY (6 - 5) ® #7 4AW NOTE, MINIMUM BURY DEPTH m 4069 SINCE (7) > 4o09a SET TOP OF TANKS e � 5 (534°92) — 4n009Sam RENTON© WA TANK BURY CHART ORATE SHALL HEEL PROOF 29" BOA FABRICATED FROM! 10 ;GSA• '-MATERIAL FRAM tit ' of J CONCRETE PAVING 'NOT SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. /4' TAPERED ®KEYWAY:. �. . ® ° 4 •NtW4WoRK .d NOT TO SCALE TOR TE:CATCH BASIN OJo MAN.. D000 P. DWN,Mum Steal pmaina FA(1L Al fUia(�lE 2?47 Wu,0ington ,st EO.gvnge 9r. 9740T ph: (54i) 667 — 0,6 72, r.gg 344-- PZ) 7, 240 SQUARE CATCH BASI NOT TO SCALE (REFERENCE DETAIL-OC810-•301.913-4&608) Im bi ab°n o o % °®` •® CLEAN-OUT DETAIL NOT TO SCALE MANHOLE, FOR TRAFFIC AREAS ONLY PAM NG /n° °b b° o .%%0 0 .0.60 NOT 7O SCALE EXPANSION JOINT WHERE EDGE ABUTS PUMP ISLAND OR TANK SLAB (TYP) R 6" MIN. AGGREGATE BASE SUBGRADE. Y smsca .bbd 12' CONCRETE SLAB I NO'f TO SCALE CONCRETE g 4(MIN.) 7 t COMPACTED DEPTH CURB 5,OpE . »SDOT HOT MIX ASPHALT 1/2—INCH CLASS - ma >.> , ®- ° : 1161".0 00 00 C6 ,. B- (MIN.) COMPACTED DEPTH 0 0 00 00 0 °o 0 co 48o0"00 o O ----------- CRUSHED ROCK BASE (CRB) o n o ) O° ----------- i I Designed Bp KEIT o a a L -__a I I I CONCRETE POST �'OOTINGa SUBGR E TO BE COMPACTED PER SOILS i6 m ASPHALT OR CONCRETE SEE TANK PLANS ENGINEER RECOMMENDATIONS m a e Date: 830.12 Prof He Vii Disk File., NOT TO SCALE TOR TE:CATCH BASIN OJo MAN.. D000 P. DWN,Mum Steal pmaina FA(1L Al fUia(�lE 2?47 Wu,0ington ,st EO.gvnge 9r. 9740T ph: (54i) 667 — 0,6 72, r.gg 344-- PZ) 7, 240 SQUARE CATCH BASI NOT TO SCALE (REFERENCE DETAIL-OC810-•301.913-4&608) Im bi ab°n o o % °®` •® CLEAN-OUT DETAIL NOT TO SCALE MANHOLE, FOR TRAFFIC AREAS ONLY PAM NG /n° °b b° o .%%0 0 .0.60 NOT 7O SCALE EXPANSION JOINT WHERE EDGE ABUTS PUMP ISLAND OR TANK SLAB (TYP) R 6" MIN. AGGREGATE BASE SUBGRADE. Y cn IL Project jl0 15432 Store #00871 Designed Bp KEIT c� Drown By: RDO ASPHALT OR CONCRETE PAVEMENT (TYP,) Chocked By: JH � Date: 830.12 Disk File., Modelo EP X981 i 4615 NE 4TH STREET e � RENTON© WA do DETAILSCONUNCTION 0 Boom mmffiozml� DETAILS - PIPE 'L„L 9ANCE I As acceptable alterri tive5 to the reb r Shown in the PRECAST BASE MAXIMUM �q SECTION, fibers (Placed according to the Standard Specifications), or - m5@ wire rash hieing a minimum area of a. 12 square inches per foot hall PIPE MATERUU- INSIDE be use with the minimum required reb r shown in the ALTERNATIVE E DIA ' PRECAST BASE SECTION. Wire mash shall not be placed in the RINFO�O�O 12n knack: fit& PLAIN CONCRETE FRAME AND WANED GRATE 2, The knockout diameter shall net be greater than 20". Knockouts shall ALL FETAL �{t have a wall thickness of 2" minimum to 2,50 maximum. Provide a 1.5' CP SPminirT um gap between the knockout wall and the outside of the pipe. (S . SPEC. 9-05.20) 12" After the pipe Is inaWl d, fill the gap with joint mortar in accordance SOLID WALL PVC .,` with Standard Specification 9-04.3. x'' (STD. SPEC. X05.12(1)) 3. The maximum depths from the finished grade to the lowest pipe invert r shall ��e PROFILE WALL PVC `\ ( . SPEC. 5.12(2)) 9�° 4. The frame and grate may be installed with the fledge up or down, The r' r CORRUGATED POLYETHYLENE STORMER PIPE framemay be into the adjustment section. �✓ / `. `���" . The Precast Base Section r ay have a Lunde aor, and the walls may 0 be sloped at a rate of 1.24 or sopor. 6. The opening shall be meas trod at the top of the procest base section. �. ONE 63 BAR HOOP FOR °' HEIGHT 7. AJI pickup halos shall bo grouted full air the baoin has boon placed. TWO 3 ®AR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION M I N BARi4 FI CORNER `r (t 1 1., !! f BAR EACH CORN FP �If (i i ! I ��ILiiV�L f ,r W, MIN.� lr,� a r�,�.. � i� ai 1,� I✓ %i� _;<"IRES ,IU_Y I, 20ci' CATCH BASIN TYPE I 43 BAR { AOFi SIDE =: I q / HOOP — STANDARD PLAN 0-5.20-00 SHEET 9 OF 1 SHEET APPROVED FOR PUBLICATION Herald & Palyf® 06-01-00 0 BAR EACH WAY- —"�— SEE NOTE 1 WMEDRs«N INM DAW PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTIONIEr xr �a�T�a NOTES � 1. No steps aro required when height is R ®r less. ea 2. Thi em of tI Prat calla �alrl may sloped f��llatIerllrlg. CATCH BASIN FRAME AND VANED GRATE 3. The rectangular ftme and grate, may be Installed with the flange up or down. OR MANHOLE RING AND COVER The ftme may be cest Into the adjustment secdon. r HANDHOLD 4. Knockouts shall have a wall thickness 0 211 minimum to 2.6°° maAmurn. Provide a 1.6'mInlmum gap ba' era the knockma gall and the outside of the pipe. After the pipe Is installed, Till the gap with joint mor"Lar In accordance with Standard RECTANGULAR ADJUSTMENT SEUMA Spedficaflon 9-04.3. OR CIRCULAR ADDU EBT SECTION D FLAT SLAB TOP z CATCH BASUN DIMENSIONS , CATCH MAXIMUM MINIMU I REINFORCING STEEL SIN WALL BASE KNOCKOUT DISTANCE BETWEEN Ina lit. IN EACH DIREcTioN �'. DIA R THICKNESS TIT IHSS 33ZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4" 9" 39, 0B1 0.23 0.15 MORTAR MR) DE DIRTRAP I r ol 4.9' a'® 42` V" 0.19 0.19 OF CONSTRUCTION Gil n d Kn00n 025 0.25 STEPS OR11 ��,® i'° �'I 00°° 12" 0.35 0,24 DEH } I� DesignedkEH SKIRT FABRIC: of a11 129a 72" 12" 0.39 R29 p all 12" "1 12" 0.39 0.29 AND BIOLOGICAL DEGREDATION HAN IDLING Gh����� By. r r ! MORTAR FILLET � � � REINFORCING STEEL. MR) �a as GRAVEL SACKFILL FOR f 12„ PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CASTM-FLACrd PRMCAST NTH RISEN °0" RING 9�" a - - GRAVEL BACKFILL FOR , CorrugaWd Polyethylene Sturm Sower Pipe (Std. Spec. 9-06.20) ' r PIPE WIDNE BEDDING l2, (Std. Sparc. 9-05.120)) (-Std. Bpec. 9-05.12(2)) SEPARATE ®ASE PRECAST APPROVED FOR PUBLICATION Harald J Pam o 06-01-66 WATO DESKIN ENGINEER DAM IMF dada$ pare Ste* k&splffiefitaTrampo c aou 14 ^ M DU gz (k may„{ W PLANWEW i ' L `. Tr - pts ) QVW.TO , 41S I W P i z U INSERT SMALL DE DIRTRAP INLET ULTRA DRAINGAURD OF CONSTRUCTION OR APPROVED EQUAL.MATERIALS Project 15432 Store 00:871 OVERFLOW PROTECTION DesignedkEH SKIRT FABRIC: NEEDLE PUNCHED NON—WOVEN C) Drown By: RDC GEOTEXTILE MATERIAL FABRIC IS IS RESISTANT TO ULTRAVIOLET HANDLING STRAP AND BIOLOGICAL DEGREDATION HAN IDLING Gh����� By. Dote: x.30.12 AND A BROAD RANGE OF CHEMICALS, STRAP Pv APPARENT OPENING SIZE (AOS). 80 US STANDARD SIEVE (0,180 MSA) i= GRAB TENSILE STRENGTH: 200 LBS busk Sale: PUNC`rURE STRENGTH: 130 LBS MULLEN BURST. 400 PSI?t TRAPEZIODAL TEAR. 85 LBS i;. r .., z 111 DiVi;ion Address: 4615 NE 47H STREET WATER FLOW RATE, 110 GPM/FT2 PREMEABILITY: 0,38 CM/SECOND 2 3 :?gji! RENTONo ADIMENSIONS � ONWM Q9 SKIRT: 24"x36" a' SOCK FILTER/SEPARATOR- 10" D x 24" LCATCH SEDIMENT COLLECTION � INSERT FUEUNQ U � DISPOSAL " LO fi)r0warr� Nl�ae1-11 NOT TO SCALE CONSULT FEDERAL® STATE, AND LOCAL REGULATIONS o FOR DISPOSAL OF INSERTS C8 of 9 La.. E IE=3 8.60 ouILa eYv=uLg vvi, wjv vmvvauA.0 —-------- ,miosa ° WATER QUALITY VOLUME REQUIREDm 2,446 CF ALL SEDIMENT ACCU ULATIONI -MUST BE REMOVED AFTER WATER QUALITY PROVIDED® 3,600 CF PtUICTOI Re"ranki SCALE: 1"=10' WOO' CRATED REMOVABLE/ LOCKABLE MAINTENANCE ACCESS DOOR (TYP) 5'x10® CRATED REMOVABLE/ LOCKABLE MAINTENANCE ACCESS DOOR (TYP) �P u FR7EEBOARI)t4, Q___ IE�39&0 (6 N) IE=396°0 (6- N) 3"$03090 CAGE SUPPORT BRACKET ANCHORED TO VAULT WALL 3°O" VERTICAL SPACING I a RESTRICTOR PLATE W DRILLED ORIFICE #I a ORIFICE .0.75"0 7°0 DETENTION STATIC WS EL438a60 C OUT Z775HEAR CM. WITH LIFT .. ROD PER DETAIL 3>0' WATER QUAL MAY SEDIMENT STORAGE EL=385.60 1 FT AVC DEPTH SEDIMENT STORAGE . &� ®,i> I' 5'00' ORATED REMOVABLE/ /�_LOCKABLEtIatl RfMOVAB WAT T tAt MAINTENANCE ACCESS DOOR 1 SD INLET IE=394°75 WNW, ". 11 AX kNDHOLDS, STEPS OR f wam wo. _ 4. awITH ortImICE ODER. OALV IZED IEEL OR ALUMINUM ER KCRS DWG® 2-011 ELBOW RESTRICTORU YP) NITS - VARIES 364°7-304095 FINISHED GRADE ® SEE PLAN } ps�ttt t si ��,-ror St rs fey F 01V ilea Q D- r)°— 14,gal/rni Flow (I 00-y a �'7 gal/min 11rovide a explosionr p , submersible drt 3c% p4nip system capabip a : tt a aaa st rm water � fholtt lta��O One t aP 3 33; IP rant gat batt fiats l 0111 at lla tl. Prate l t�-1 aa1 : �raate sinluh ese t1sly W11oftuegsaq se -111cla ft vele waits D- latg' *(aIce1; wf )�4S, 144 6;13 t` t i s 6.8 T l _<"8.1 s. I t c dead Juvert pt, dpwAstrearoomo of force m aip­ 3 anti ra at � Pa kt l a tt ll baslaaamm,,it ears of p am t (ffigheist f r e mai3oV ti � — 395,50) *ti cord w .l4 It ;fatal Dynamir flea based ou punw,conflgxl taflOu ani force ttt f a e yra e' � !Ap I al Fore liT� 3tttlt: t ialtl�=atltat.i� 1�t1 ��� ��aat.. l it tonal T - 101 el pr ximlaI�ly) ` ma ".cad =1 ° ° e t, flat V l ar ll ts3 ar at;' t pis t b ve hied ttt det1w1'Taira that tllyme as enottgla v0:10tic beuvcen-pump.on,and. t�tam o� t� i t t�� s c a t�� � ��. ;�lt�tt , Ta t vpap of sa�� ll� c ��at d_atpjbb tatpnpnd s h ADJUSTABLE HOOK e� storm,pumn StationControl Pftn 2 1, 9 i*iit" tap €' J's avail ll kir the,fu.e1,,AAtk) so: pro vide. backap 1:wwer :for, t hepuAn ation and �ontyql panel as =X31'.. °�t I � ° 1 ,. e � a- e � rat e tt�i station, Contractor to Taa�_111 lay li° to 1trlY tr6at_g�a �_t tia t z rl l i � ri r t isram-At, ti . The ontil l panel for the stern t?um p statism ahall'includ CE a tr r a 10 auth s »tease ista. itllatia itsii the kiosk isua .lama 'tins ing, la. is isla at control Pa l.t6 a ttiki tatibn °Iaraf" ri atac° ta3attr'aatttbai int°tatr3zam3 Dessaul rased renipte. mse.f fir a larges Alarms -for, pump tailur >Ifigh l mrtaxa €�: Low battPilly.. Pow,er'�4-iltar . Qyd x C 1aaat a Xplex efvs 4 alta 411motel" a 3 tai W.3 On/ r,hu-mb rsuring6 n slams Condition Iiiaaitatatt1a 1 Year War,MD.ty zrolmukn 6" OUTLET INVERT ELEV PER PLAN— . NOT TO SCALE INUUC- LA I IwINURly 2 IU I LOCK FASTENED TO 1 0 z DIAMOND PLATED INSPECTION COVERS ® _ - FLOW DIFFUSER CRIT/SLUDGE RETAINER WEIR 6" INLET RIM ELEV PER PLAN o Project 15432 Store #00871 TYPICAL Designed By: KEH Drown By: RDC OPTIONAL RISER AS REQUIRED Checked Dy' JIB (UTILITY VAULT COMPANY MODEL 660SA) R'-1 1 /7" ---------------------------------� I I I I I I CIGARETTE DISPLAY i I I I I I I KIOSK GLAZING Y SAFE BUILT IN COUNTERTOPS -- BUILT—IN MERCHANDISE TRANSACTION DRAWER 4"x4"x24" GUTTER INSTALL CONDUIT AND SEAL PER CODE FOR INTERCOM BUILT-fN SHELF INTERCOM DISCONNECT #1 AND #2 (IF REO'D.) KIOSK INTERIOR ELEVATION SCALE: 1/2"=V-0" '-0" PROJECT NORTH \ < D 0 w 4'-2" Fnl]IPMFNT FrFNID 7/01/11 ALL EQUIPMENT FURNISHED BY OWNER UNLESS OTHERWISE SPECIFIED D 4' STORAGE RACK — FURNISHED AND INSTALLED BY G.C. 20 CANDY RACK 3 CHAIR 43 LOTTO MACHINE \3 SAFE 6 P.O.S. REGISTER 73 BACK OFFICE P.O.S. WITH IDF CABINET MOUNTED ABOVE SHELF — INSTALLED BY OWNER 8883 TANK MONITOR CIGARETTE CARTON MERCHANDISER 10 CIGARETTE PACK MERCHANDISER 11 46 C.F. ICE MERCHANDISER 12 6' REACH—IN PEPSI/COKE COOLER — BY VENDOR 13 4' REACH—IN ENERGY/HYDRATION COOLER — BY VENDOR 14 2—A: 20—B:C FIRE EXTINGUISHER BY G.C,. QUANTITIES AND LOCATIONS INSTALLED PER LOCAL CODE 15 ANTI—FATIGUE MAT 16 DEAL TRAY/MERCHANDISE DRAWER 17 PANEL BOARD 18 STOOL 19 SHELF ABOVE 20 6" PIPE BOLLARD — FURNISHED AND INSTALLED BY G.C. (TYP. 4) 21 BULLETIN BOARD — G.C. TO MOUNT ABOVE PEEPHOLE 22 INTERCOM MASTER STATION 23 CIGARETTE MERCHANDISING SIGN PANELS 24 6' REACH—IN 7UP COOLER BY VENDOR AND 4—COMPARTMENT DRY MERCHANDISER INSTALLED BY G.C. (ONLY USED ON STACKED DISPENSER LAYOUTS) 25 GRAB BARS (TYP.)—INSTALLED BY KIOSK MANUFACTURER 26 WATER CLOSET BY G.C. AMERICAN STANDARD MODEL #2377,100 (WHITE) PROVIDE WITH OPEN—FRONT SEAT (WHITE) & POLISHED CHROME WATER SUPPLY/STOP 27 LAVATORY—INSTALLED BY KIOSK MANUFACTURER 28 3/4" COLD WATER SERVICE BY G.C. TO PUBLIC CONNECTION. SEE SITE PLAN OF CONTINUATION 29 3/4" BACKFLOW PREVENTER APPROVED BY LOCAL AUTHORITIES BY G.C. INSTALL DEVICE A MINIMUM OF 36" TO A MAXIMUM OF 48" A.F.F. THE DEVICE SHALL HAVE A MINIMUM OF 24" OF CLEAR SPACE IN FRONT OF DEVICE FROM FLOOR TO CEILING. 30 4" FLOOR CLEAN OUT BY G.C. 31 3" FLOOR DRAIN BY G.C. JAY R. SMITH #2005—B 32 3/4" COLD WATER LINE UNDER SLAB BY G.C. 33 NOT USED 34 G.C. TO CONNECT VENT LINES FROM FLOOR DRAINS AND WATER CLOSET TO 3" VENT THRU ROOF BY KIOSK MANUFACTURER 35 INSTANTANEOUS ELECTRIC WATER HEATER—INSTALLED BY KIOSK MANUFACTURER 36 CONNECT 4" WASTE LINE BY G.C. TO CITY SEWER. SEE SITE PLAN FOR CONTINUATION, 37 EMERGENCY 911 CALL BOX MOUNT CENTERLINE AT +48" A.F.G. 38 TRAP PRIMER WITH 1/2" LINE TO EACH FLOOR DRAIN BY G.C. P.P.P. INC. #PR-500—DU-2 39 2—A: 20—B:C FIRE EXTINGUISHER IN STEEL CABINET (TYP. 2) (EMEDCO.COM #FEC25). G.C. TO MOUNT BOTTOM 32" ABOVE PAVING. CIVIL ENGINEER MUST VERIFY ACCESSIBILITY. SEE "CONSTRUCTION IMPROVEMENT PLAN". 4Q ALARM SYSTEM KEYPAD i ETES 1. CONSTRUCT WITH 3/4" MEDIUM DENSITY PARTICLEBOARD 2. BACK TO BE 1/4" AB GRADE PLYWOOD 3, FINISH EDGES WITH PINE 4. PRIME AND PAINT ENTIRE UNIT SHERWIN WILLIAMS SW6002 "ESSENTIAL GRAY" �STORAGE RACK SCALE: 3/4"=1'-0" KIOSK MOTES. - FOUNDATION DESIGN CRITERIA 1/4" PLYWOOD BACKING 1'-0" 5'-8" 1'-6" �3/4" TYP. 4'-0" i ETES 1. CONSTRUCT WITH 3/4" MEDIUM DENSITY PARTICLEBOARD 2. BACK TO BE 1/4" AB GRADE PLYWOOD 3, FINISH EDGES WITH PINE 4. PRIME AND PAINT ENTIRE UNIT SHERWIN WILLIAMS SW6002 "ESSENTIAL GRAY" �STORAGE RACK SCALE: 3/4"=1'-0" KIOSK MOTES. - I I a� SLOPE 1/8" IPER FOOT 4" 7'-0" SCALE: 1/2"=v—o" 5 A1.0 0 I h PREFABRICATED KIOSK BY OTHERS. CONTRACTOR TO ANCHOR KIOSK TO FLOOR SLAB PER KIOSK MANUFACTURES DRAWINGS VERIFY BOLT SIZE REQUIREMENTS PER LOCAL CODE. CAULK INTERIOR AND EXTERIOR WITH SILICONE SEALANT FOUNDATION DESIGN CRITERIA 8'-2" 1'-0" 5'-8" 1'-6" > MAXIMUM ROOF SNOW LOAD __—. _'_, 3/16"x3/4" 100% BUTYL FOAM BACKER ROD AND ELASTOMERIC CORE SEALANT TAPE UNDER KIOSK SEALANT PREMANUFACTURED KIOSK WALL > EXPOSURE VALUE __-__ ____ __ 1'-3" 1'-3" 18215 72ND AVENUE > SEISMIC DESIGN CATEGORY —_- _ D RIGID INSULATION, R-10, 2", SOIL PREPARATION AT ALL STRUCTURES SHALL 'BE PER RECOMMENDATIONS FROM A GEOTECHNICAL REPORT No- PREPARED FOR THIS SITE BY TERRA ASSOCIATES PER LOCAL BUILDING CODE WITH THICKENED EDGE THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE SLOPE CONCRETE DRIVE � (MONOLITHIC POUR IS INFORMATION CONTAINED IN THE CONSTRUCTION T AWAY FROM KIOSK PLANS AND SPECIFICATIONS REFER TO THE ABOVE ACCEPTABLE ALTERNATE) MIN. 1/8" PER FOOT ALL CONDUIT I o 1" EXCEPT LEVEL WITH 2.1. INTERNATIONAL BUILDING CODE. 2009 EDITION THROUGH FLOOR AT DOORS AMERICAN CONCRETE INSTITUTE. BUILDING CODE' REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI -318). oaio t— FLOOR TO BE o CAST—IN—PLACE CONCRETE LOCATED IN STRUCTURAL CONCRETE FABRICATION AND CONSTRUCTION SHALL CONFORM TO RCI BUILDING CODE ACI -318, #4x2'x2' DOWELS @ 24" O.C, THESE AREAS 3.2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I UNLESS NOTED OTHERWISE IN GEOTECHNICAL ° 0 0 S FOR FOUNDATIONS LESS THAN 2'-3" SEE SPECIFICATIONS P % CONCRETE SHALL CONFORM TO THE FOLLOWING // i j` U FOR SUBGRADE AGGREGATE SIZE, 7/8 INCH, MAX.; SLUMP 5-1/2 INCHES, FOUNDATION, BLOCKOUTS �w z PREPARATION a 3.4. INSTALLED FOR DEEPER FOUNDATIONS: CORNERS AND AT ALL INTERSECTIONS. PROVIDE CORNER U \� 8"x8" MAX. SIZE @ 18" O.C. SPACING. I O J AS FOLLOW: MAINTAIN 5" CONCRETE BELOW AND 1'-1" 12" TO 18" 3 INCHES n00LJ CONCRETE ABOVE TO TOP OF SLAB. > CONCRETE EXPOSED `10 WEATHER OR EA�TH: SEE PLAN M 0o 0 h > #5 BARS & SMALLER 1 1/2 INCHES L'J �_KIOSK FOATI ALL I N W@ Z 3.7. KIOSK FOUNDATION ANCHORS PER KIOSK MANUFACTURER. SEE KIOSK DRAWINGS. ~ W VCU I I I0 I 0 I a- -t — F-1 I 2'— 6 1'-1" I 3'-2" 16" 1 � I�I I I °a I I ALL CONDUIT THROUGH FLOOR TO BE co LOCATED IN 0 THESE AREAS -I I m I y C3j— UNGLAZED THROUGH BODY PORCELAIN N I 2"x2" FLOOR TILE OR KROGER APPROVED EQUIVALENT AND MATCHING 5" COVED TOE, BULL NOSED TILE BASE.I "AMERICAN OLEAN— UNGLAZED CERAMIC MOSAICS—AO4 LIGHT SMOKE SPECKLED". INSTALL I I WITH GRAY EPDXY GROUT TO MATCH FIELD BODY COLOR OF TILE CONTRACTOR SHALL SUBMIT GROUT AND TILE SAMPLES FOR OWNER APPROVAL L PRIOR' TO ORDERING. WWW.AMERICANOLEAN.COM — TO LOCATE LOCAL SUPPLIERS. i I I a� SLOPE 1/8" IPER FOOT 4" 7'-0" SCALE: 1/2"=v—o" 5 A1.0 0 I h PREFABRICATED KIOSK BY OTHERS. CONTRACTOR TO ANCHOR KIOSK TO FLOOR SLAB PER KIOSK MANUFACTURES DRAWINGS VERIFY BOLT SIZE REQUIREMENTS PER LOCAL CODE. CAULK INTERIOR AND EXTERIOR WITH SILICONE SEALANT NOT TO SCALE Kio K NT kr 1 4° W I� MgNUFacTUR I Ko KRMaNU � ~ � R �` 4 FaC�URFR I KIOg ENT @ K VENT I K MaNUF�OTU 2�U�K MANur I RFR I KInVENT L)-,-_ TUh r--, !E MgNky U 3° FacTURRR KIo K ��NBY G c TO UFk%rR (1Yp� CONNECT 3" BY BENTS 3, gY SANITgRY �c 60 _SANITARY ISOMETRIC NOT TO SCALE 1f2„ KIQSKNMaN Y rte, FacTURFR 35 KIOSKcW & SN NW �AV 1 „ MaNUrA% OFF 3 CK 02 OW 6 RRR BY KIOSK TFE 6Y SK MaNUFacT \aNUF. URER 38 PROJECT NORTH . ®AWAN 1. FOUNDATION DESIGN CRITERIA 1/2" EXPANSION JOINT WITH > MAXIMUM ROOF SNOW LOAD __—. _'_, 3/16"x3/4" 100% BUTYL FOAM BACKER ROD AND ELASTOMERIC CORE SEALANT TAPE UNDER > MAXIMUM BASIC WIND SPEED (3 SEC.) SEALANT PREMANUFACTURED KIOSK WALL > EXPOSURE VALUE __-__ ____ __ _—_ C 18215 72ND AVENUE > SEISMIC DESIGN CATEGORY —_- _ D RIGID INSULATION, R-10, 2", SOIL PREPARATION AT ALL STRUCTURES SHALL 'BE PER RECOMMENDATIONS FROM A GEOTECHNICAL REPORT 4" REINFORCED SLAB PREPARED FOR THIS SITE BY TERRA ASSOCIATES PER LOCAL BUILDING CODE WITH THICKENED EDGE THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE SLOPE CONCRETE DRIVE � (MONOLITHIC POUR IS INFORMATION CONTAINED IN THE CONSTRUCTION T AWAY FROM KIOSK PLANS AND SPECIFICATIONS REFER TO THE ABOVE ACCEPTABLE ALTERNATE) MIN. 1/8" PER FOOT 20 APPLICABLE CODES o 1" EXCEPT LEVEL WITH 2.1. INTERNATIONAL BUILDING CODE. 2009 EDITION FLOOR AT DOORS AMERICAN CONCRETE INSTITUTE. BUILDING CODE' REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI -318). oaio t— LATEST EDITION o CAST—IN—PLACE CONCRETE 3.1. STRUCTURAL CONCRETE FABRICATION AND CONSTRUCTION SHALL CONFORM TO RCI BUILDING CODE ACI -318, #4x2'x2' DOWELS @ 24" O.C, LATEST EDITION. s 0 3.2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I UNLESS NOTED OTHERWISE IN GEOTECHNICAL ° 0 0 REPORT. FOR FOUNDATIONS LESS THAN 2'-3" SEE SPECIFICATIONS P % CONCRETE SHALL CONFORM TO THE FOLLOWING // i j` DEEP, INSTALL CONDUITS UNDER MAY BE FOR SUBGRADE AGGREGATE SIZE, 7/8 INCH, MAX.; SLUMP 5-1/2 INCHES, FOUNDATION, BLOCKOUTS MAX. PREPARATION a 3.4. INSTALLED FOR DEEPER FOUNDATIONS: CORNERS AND AT ALL INTERSECTIONS. PROVIDE CORNER ®®� \� 8"x8" MAX. SIZE @ 18" O.C. SPACING. FROST DEPTH MINIMUM REINFORCING COVER REQUIREMENTS ARE AS FOLLOW: MAINTAIN 5" CONCRETE BELOW AND 1'-1" 12" TO 18" 3 INCHES CONCRETE ABOVE TO TOP OF SLAB. > CONCRETE EXPOSED `10 WEATHER OR EA�TH: SEE PLAN (2) #5 CONT. TOP & BOTTOM h > #5 BARS & SMALLER 1 1/2 INCHES I �_KIOSK FOATI ALL NOT TO SCALE Kio K NT kr 1 4° W I� MgNUFacTUR I Ko KRMaNU � ~ � R �` 4 FaC�URFR I KIOg ENT @ K VENT I K MaNUF�OTU 2�U�K MANur I RFR I KInVENT L)-,-_ TUh r--, !E MgNky U 3° FacTURRR KIo K ��NBY G c TO UFk%rR (1Yp� CONNECT 3" BY BENTS 3, gY SANITgRY �c 60 _SANITARY ISOMETRIC NOT TO SCALE 1f2„ KIQSKNMaN Y rte, FacTURFR 35 KIOSKcW & SN NW �AV 1 „ MaNUrA% OFF 3 CK 02 OW 6 RRR BY KIOSK TFE 6Y SK MaNUFacT \aNUF. URER 38 PROJECT NORTH . ®AWAN 1. FOUNDATION DESIGN CRITERIA > MAXIMUM ROOF SNOW LOAD __—. _'_, -- 40 PSF > WIND CRITERIA: > MAXIMUM BASIC WIND SPEED (3 SEC.) ._— 120 MPH > EXPOSURE VALUE __-__ ____ __ _—_ C 18215 72ND AVENUE > SEISMIC DESIGN CATEGORY —_- _ D 1.1. SOIL PREPARATION AT ALL STRUCTURES SHALL 'BE PER RECOMMENDATIONS FROM A GEOTECHNICAL REPORT (425)251-8782 FAX PREPARED FOR THIS SITE BY TERRA ASSOCIATES INC., (REPORT NO. T-6421, DATED 03/19/2010). v THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE � GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN THE CONSTRUCTION T n PLANS AND SPECIFICATIONS REFER TO THE ABOVE MENTIONED GEOTECHNICAL REPORT FOR MORE COMPLETE INFORMATION 20 APPLICABLE CODES o � o Lu > m 2.1. INTERNATIONAL BUILDING CODE. 2009 EDITION 2.2. AMERICAN CONCRETE INSTITUTE. BUILDING CODE' REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI -318). oaio t— LATEST EDITION o CAST—IN—PLACE CONCRETE 3.1. STRUCTURAL CONCRETE FABRICATION AND CONSTRUCTION SHALL CONFORM TO RCI BUILDING CODE ACI -318, O NCL_ -,;�r 0 LATEST EDITION. s 0 3.2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I UNLESS NOTED OTHERWISE IN GEOTECHNICAL 0 0 REPORT. co 3.3. CONCRETE SHALL CONFORM TO THE FOLLOWING MINIMUM SPECIFICATIONS: COMPRESSIVE STRENGTH (28 DAY, fc), 3000 PSI (FOUNDATION), (FLOOR SLABS); COARSE AGGREGATE SIZE, 7/8 INCH, MAX.; SLUMP 5-1/2 INCHES, MAX. 3.4. REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND AT ALL INTERSECTIONS. PROVIDE CORNER BARS IF NECESSARY WITH LAPS. 3.5. MINIMUM REINFORCING COVER REQUIREMENTS ARE AS FOLLOW: > CONCRETE CAST AGAINST EARTH _ 3 INCHES > CONCRETE EXPOSED `10 WEATHER OR EA�TH: > #6 BARS & LARGER 2 INCHES > #5 BARS & SMALLER 1 1/2 INCHES > CONCRETE SLABS, NOT EXPOSED TO WEATHER EARTH 1 INCH OR EAR 3.6. REFER TO PROJECT SPECIFICATION SECTION 3300 FOR ADDITIONAL NOTES. 3.7. KIOSK FOUNDATION ANCHORS PER KIOSK MANUFACTURER. SEE KIOSK DRAWINGS. NOT TO SCALE \ W� 0 KIOSK �aNUMaNUFacTUIRSK F acTURCR KR DEFER TO KIOSK MANUFACTURER'S- DLUMBING DRAWINGS FOR EXACT STUB -UP LOCATIONS THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE WAS// Jp of WAS// S� D w 0 z 0 D_ 0 Li 0 (z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH Date: 8.30.12 Scale: AS NOTED Disk File: 15432 A1.0.dwg Model J (G D) Address: 4615 NE 4TH STREET RENTON, WA KIOSK EQUIPMENT AND FOUNDATION PLAN v� FUELING FACIffWivi; /0 , Drawing No.: S, Oi = f® q 8 ' d�2, f1 ' 0 N 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES v F � ' o � c 0 T n �� v o � o Lu > m N > U <c oaio t— O G moi �N�LO '. CJ O NCL_ -,;�r 0 s 0 V) o (1) oL� 0 0 co WAS// Jp of WAS// S� D w 0 z 0 D_ 0 Li 0 (z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH Date: 8.30.12 Scale: AS NOTED Disk File: 15432 A1.0.dwg Model J (G D) Address: 4615 NE 4TH STREET RENTON, WA KIOSK EQUIPMENT AND FOUNDATION PLAN v� FUELING FACIffWivi; /0 , Drawing No.: S, Oi = f® q 8 ' d�2, f1 ' 15'-6" 27'-0" 2'x2' CHAMFER AT CORNERS OF CONCRETE SLABS (TYP.) UNLESS ADJOINING OTHER CONCRETE PAVING— 11'-11" 30'-0" I I � "- I FUELING DISPENSER i I- -I NUMBER (TYP.) i } L T— 1111 --J I� SAWCUT OR KEYED i' CONSTRUCTION JOINT (TYP.) I _ _ SEE DETAIL CANOPY COLUMN FOOTING BELOW (TYP.) SHEET A3 I J__ i I _J DIPSENSER ISLAND (TYP.) ❑ ❑ PRODUCT DISPENSER (TYP,)-- 6" TYP.)- 6" CONCRETE PAD REINFORCED— WITH EINFORCED WITH #4 BAR Q 18" O.C. EACH WAY r 4_1 -p I EDGE O F T-.-- i CANOPY ABOVE I 94'-0" 83'-10" CANOPY F - 3 -0 27'-0„ v 1 30'-0" 1 `r 3'-0" 15'--6" SEE SITE PLAN FOR TANK LOCATION AND CONFIGURATION 0 Q l i I I I I I i I _ o O O I D D 1 A o D¢ CAN NOTES- 7/01/11 _J 1. INSTALLATION `n co 1.1. TOP OF FIRST POUR OF COLUMN FOUNDATIONS SHALL BE AS SHOWN ON THE GRADING AND DRAINAGE PLAN I DRAWING. ANY DEVIATION FROM THESE ELEVATIONS SHALL BE REPORTED TO CANOPY SUPPLIER PRIOR TO FABRICATION OF COLUMNS. _ _ — 1.2. ANCHOR BOLTS SHALL BE INSTALLED PLUMB WITH TEMPLATES FURNISHED. ALL THREADS SHALL BE CLEAN AND �- 2 FREE OF CONCRETE SPILLAGE. 1.3. BLOCK-OUT PAVING AT EACH COLUMN FOOTING SHALL BE AT LEAST SIX INCHES BEYOND EDGE OF COLUMN i 2 �, i 0 BASE PLATE AND SHALL BE A MINIMUM OF 36" DIAMETER. 1.4. ALL YARD PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE PERIMETER OF THE CANOPY SHALL BE IN A1.10 o Q o PLACE WITH NO OPEN HOLES OR TRENCHES PRIOR TO CANOPY INSTALLATION. STEEL I I I I I 1.5. CONTRACTOR SHALL FURNISH A DUMPSTER ON SITE FOR USE BY CANOPY INSTALLER FOR CLEAN-UP OF CANOPY I - 24 TYP. �, D D 0Ln CRATING AND SHIPPING DEBRIS. I 1.6. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF INSTALLATION SCHEDULE WITH CANOPY COLUMN h — _ i 0SUPPLIER. ANY DEVIATION FROM THE MINIMUM SITE CONDITIONS LASTED ABOVE OR A CHANGE IN SCHEDULING (TYP.) � I RESULTING IN ADDITIONAL COST TO THE CANOPY SUPPLIER, WILL BE BACK -CHARGED TO THE CONTRACTOR. I- - — — — — — — — —o FOUNDATIONS 2.1. CANOPY FOUNDATIONS SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH AN ENGINEERED DESIGN PROVIDED BY THE CANOPY MANUFACTURER. THE CANOPY FOUNDATION DETAIL ON THIS SHEET 10 IS PRELIMINARY AND PROVIDED FOR BID PURPOSES ONLY. THE DEPICTED FOUNDATION HAS NOT BEEN ENGINEERED AND MAY DIFFER FROM THE FINAL DESIGN PROVIDED BY THE CANOPY MANUFACTURER. i 00I i I 0 2.2. CANOPY ANCHOR BOLTS ARE SUPPLIED BY THE CANOPY MANUFACTURER AND MUST BE INSTALLED IN ACCORDANCE i `� I WITH DETAILS PROVIDED BY THE MANUFACTURER. 2.3. CANOPY SUPERSTRUCTURE, INCLUDING COLUMNS, BASE PLATES AND ALL STRUCTURAL STEEL COMPONENTS, BOLLARD SHALL BE SUPPLIED AND ERECTED BY THE CANOPY MANUFACTURER. co d� i EL (TYP.) I Oj i a Qo r 6' - -TDT (�IOUNT�QN i � I 5 X l J CONCRETE I o LANDING + A I AT DOOR 1'x1' CHAMFER (TYP.) 6" CONCRETE PAD REINFORCED WITH �4 RAR as 1 R" n (- FA( -.H WAY PROJECT NORTH SCALE: 1/8 1 -0" SCALE: 1/2"=V-0" '-0" IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE 28.527 �Fss SNA L� a Lu 0 z 0 a o' 0 C0 u 0 0 z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH Date: 8.30.12 Scale: AS NOTED Disk File: 15432 A1.1.dw9 Model: 5 ( G D Address: 4615 NE 4TH STREET RENTON, WA CANOPY CqNSTRUCTION I P ,t ,AN 1%17f1i,1 P v tp C�md Drawing No COLUMN BOLLARD i MATERIAL. ELASTOMERIC CAULK OR FIELD CONDITIO S. PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. TOP OF ISLAND ELECTRICAL ACCESS OPENINGq 1'-6" AT TOP OF JOINT 14. IN ALL COLUMNS I 5. ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND PLUMBING ERASNOTES: OR AS REQUIRED FOR COMPLETE INSTALLATION, THE CONTRACTOR SHALL ROUGH -IN AND CONDUITS IN COLUMN BY CANOPY - _ SHALL COMPLY WITH ENERGY CONSERVATION CODE REQUIREMENTS AS ADOPTED BY THE STATE, MANUFACTURER. CONNECTION AND ( 4" CANOPY DOWNSPOUT 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL 10. ALL COPPER PIPING SHALL BE LEAD-FREE SOLDER AND NON -CORROSIVE FLUX AND SHALL CONTINUATION UNDERGROUND AND I INSIDE COLUMN DAYLIGHT REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMITTING HIS/HER BID. THE CONTRACTOR SHALL HAVE NO JOINTS IN PIPING BELOW CONCRETE SLAB. ABOVE DECKING BY CONTRACTOR ( i i AT GRADE IF NO STORM NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. STORM SEWER CONNECTION 15. SEWER CONNECTION. SEE 11, ALL COPPER LINES THAT PROJECTS THROUGH CONCRETE FLOOR SLAB, STRUCTURAL STEEL - II SITE PLAN DRAWING 2, THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE AND SHALL (� BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE MEMBERS AND/OR METAL WALL PANELS SHALL BE INSTALLED WITH A 3/8" ARMAFLEX COLUMN, BASEPLATE AND II NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. I- I -`- INSULATING SLEEVE ANCHOR BOLTS BY CANOPY i i I MANUFACTURER II 3. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT 12. SOIL AND WASTE PIPING SHALL BE SCHEDULE 40 PVC AND SHALL BE IN ACCORDANCE WITH VENTS THRU ROOF SHALL BE INSTALLED A MIN. OF 10 FT FROM OR TERMINATED A MIN. OF II ( INVERTED U -SHAPED BOLLARD NECESSARILY SENT ALL FITTINGS, HANGERS, ETC. REQUIRED FOR A COMPLETE WORKING REPRESENT LOCAL PLUMBING CODE. ALTERNATES SHALL BE SUBMITTED AND APPROVED BY THE BUILDING NON SHRINK GROUT _ o SYSTEM. PROVIDE A,LL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL DEPARTMENT PRIOR TO START OF WORK. FIRST POUR CE PIPE BELOW GRADE i II WRAP COLUMN WITH 1/2" �PREFORMED EXPANSION JOINT SYSTEMS. 4 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER 13. PIPE SUPPORTS SHALL BE ADJUSTABLE BAND HANGERS WITH ZINC ELECTROPLATING FOR STEEL SCALE: 1/2"=V-0" '-0" IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE 28.527 �Fss SNA L� a Lu 0 z 0 a o' 0 C0 u 0 0 z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH Date: 8.30.12 Scale: AS NOTED Disk File: 15432 A1.1.dw9 Model: 5 ( G D Address: 4615 NE 4TH STREET RENTON, WA CANOPY CqNSTRUCTION I P ,t ,AN 1%17f1i,1 P v tp C�md Drawing No i MATERIAL. ELASTOMERIC CAULK OR FIELD CONDITIO S. PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. TOP OF ISLAND I AT TOP OF JOINT 14. THE CONTRACTOR SHALL PROVIDE PLUMBING EQUIPMENT, FITTINGS, AND TRIM WHERE SPECIFIED I 5. ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND OR AS REQUIRED FOR COMPLETE INSTALLATION, THE CONTRACTOR SHALL ROUGH -IN AND - _ SHALL COMPLY WITH ENERGY CONSERVATION CODE REQUIREMENTS AS ADOPTED BY THE STATE, CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. A p ' CONTINUE DOWNSPOUT FOR AS WELL AS LOCALI'I JURISDICTIONAL BUILDING DEPARTMENT. N o I °D ° e D o ` -_�-`� STORM SEWER CONNECTION 15. SOIL, WASTE, AND VENT SYSTEMS SHALL BE TESTED AT 10 s.i. FOR 30 min. WITH NO LEAKS. P g N - - IF AVAILABLE. SEE SITE PLAN 6. ALL VENT LINES SHALL (� BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE POTABLE WATER PIPES, VALVES, AND FITTINGS SHALL BE DISINFECTED, AND HYDROSTATICALLY I- I -`- DRAWING FIXTURE IN ORDER ITO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT LINE. TESTED AT 125 p.s.i.g. FOR 60 min. WITH NO DROP IN PRESSURE. 7. ALL DRAINAGE LINES SHALL BE SLOPED AT A MINIMUM OF 1/4 IN. PER LINEAL FOOT UNLESS 16, VENTS THRU ROOF SHALL BE INSTALLED A MIN. OF 10 FT FROM OR TERMINATED A MIN. OF TOP OF NON SHRINK GROUT OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. 3 FT ABOVE FRESH AIR INTAKES. FIRST POUR co¢ //\ D p /\ 8. VENT PIPES AND FITTINGS SHALL BE SCHEDULE 40 PVC AND SHALL BE IN ACCORDANCE WITH 17. SHUT-OFF VALVES SHALL BE INSTALLED AT ALL EQUIPMENT WATER SUPPLY CONNECTIONS. p p/��//�/ LOCAL PLUMBING CODE. ALTERNATES SHALL BE SUBMITTED AND APPROVED BY THE BUILDING 0 DEPARTMENT PRIOR TO START OF WORK, 18. THE CONTRACTOR SHALL INSULATE EXPOSED NOT WATER LINES AND LAVATORY DRAIN PER %/� D a 'D °� / 9. DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD DRAWN COPPER WITH BUILDING DEPARTMENT AND A.D.A. REQUIREMENTS. D o D WROUGHT COPPER FITTINGS. JOINTS AND CONNECTIONS SHALL BE COMPLETED WITH 95 per - o � D ° 0o p cent TIN., 5 percen ANTIMONY. WATER PIPING BELOW GROUND SHALL BE TYPE "K". 19. REFER L0 KIOSK MANUFACTURER DRAWINGS FOR STUB -UP LOCATIONS. LU z s p. D°. .D THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY _ - REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) REFER TO CANOPY NOTE TO CONTRACTOR: MANUFACTURER DRAWINGS THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET DSEE CANOPYNOTES, THIS SHEET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE �� ' CANOPYARE FOUNDATION SECTION NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. SCALE: 1/2"=V-0" '-0" IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE 28.527 �Fss SNA L� a Lu 0 z 0 a o' 0 C0 u 0 0 z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH Date: 8.30.12 Scale: AS NOTED Disk File: 15432 A1.1.dw9 Model: 5 ( G D Address: 4615 NE 4TH STREET RENTON, WA CANOPY CqNSTRUCTION I P ,t ,AN 1%17f1i,1 P v tp C�md Drawing No r CANOPY GAPHI 1 SCALE: 1/2"=1'-0" z 0 I 2 KI _ GRAPHICS SCALE: 1 /2" 1 '-0" r -Z-) EAST ELEVATION - D11VALL AVE ELEVATION SCALE: 1/8"=1'-0" 0 I 0 I 0 a� EMERGENCY STOP SWITCH NORTHELEVATION 4TH STREET ELEVATION SCALE: 1/8"=l'—O" I N Q0 I 1/2" ETD(-_INIT '7�DISPENSER ELEVATION SCALE: 1/2"=1'-0" INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1/2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT Cor„ ,.., 4 EST ELEVATION SCALE: 1/8"=1'-0" ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A L O- �')0 INTERNALLY ILLUMINATED IDENTIFICATION SIGN CUMMINGS SIGNS -C OWNER SIGN INSTALLER B z INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN D `� U SKYLINE PRODUCTS, INC. mu OWNER SIGN INSTALLER C STATIC WARNING DECAL WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER D REMOTE PRICE SIGN CONTROL BOX SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER E SIGN POLE — G.C. TO PAINT BLACK CUMMINGS SIGNS OWNER SIGN INSTALLER F CANOPY FASCIA RED CANOPY FABRICATOR CANOPY FABRICATOR GT CANOPY FASCIA PLATINUM CANOPY FABRICATOR CANOPY FABRICATOR H LOGO — NON—ILLUMINATED (28" H x 37 1/2" W) CUMMINGS SIGNS OWNER GENERAL CONTRACTOR I PRE—CUT BLACK VINYL ADDRESS DECALS PER LOCAL AUTHORITY SPECIFICATIONS IF REQUIRED GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS RED WITH WHITE LETTERS WAYNE _ DISPENSER MANUFACTURER DISPENSER MANUFACTURER K KIOSK FASCIA RED KIOSK FABRICATOR KIOSK FABRICATOR g LII KIOSK FASCIA PLATINUM KIOSK FABRICATOR KIOSK FABRICATOR M CANOPY CANOPY FABRICATOR CANOPY FABRICATOR N 6" DIAMETER BOLLARD — G.C. TO PAINT SAFETY RED GENERAL CONTRACTOR GENERAL CONTRACTOR OI HEALTH AND SAFETY DECALS WAYNE DISPENSER MANUFACTURER GENERAL CONTRACTOR P KIOSK — PREFABRICATED ESSENTIAL GRAY SW6002 KIOSK FABRICATOR GENERAL CONTRACTOR Q DISPENSER WAYNE OWNER GENERAL CONTRACTOR R ISLAND FORMS — G.C. TO PAINT GRAPHITE SW4017 OPW OWNER GENERAL CONTRACTOR S CANOPY COLUMNS — G.C. TO PAINT ESSENTIAL GRAY SW6002 CANOPY FABRICATOR CANOPY FABRICATOR T U—SHAPED BOLLARD — G.C. TO PAINT, 3'-0" IN HEIGHT SAFETY RED RIVERSIDE OWNER GENERAL CONTRACTOR I U PRICE SIGN, SEE DETAIL 8, THIS SHEET SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER V ILLUMINATED CHANNEL LETTERS CUMMINGS SIGNS OWNER SIGN INSTALLER W WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER DCI MARKETING OWNER GENERAL CONTRACTOR XI ILLUMINATED LOGO SIGN CUMMINGS SIGNS OWNER SIGN INSTALLER Y', PUMP NUMBER FLAG CANOPY FABRICATOR GENERAL CONTRACTOR Z I 4" BLACK VINYL DECAL (DISPENSER NUMBER) OWNER GENERAL CONTRACTOR 4 EST ELEVATION SCALE: 1/8"=1'-0" ■ g VERIFY LOCATION OF PRICE SIGN WITH SITE PLAN DRAWINGS A2 �aooc�cua� r a Q� 245912,5 81 2.79 A2 (iH SOUTHL A I VALL AVE ELEVATION SCALE: 1/8"=l'—O" FULLERTON FIBER—CEMENT WALL PANELS WITH 8"X16" CMU JOINT PATTERN EXISTING AND FINAL GRADE HVAC UNIT 1 METAL PAN L HVAC SCREEN — PAINTED TO MATCH KIOSK KIOSK SECTION THRU KIOSK SCALE: 1/8"='I'—O" C�JGJ�CnLQDCD WUDC`�G3LpDL� 2� 45 g 2058 9 2- <0/ 7 6 9 �E ®� ■ g VERIFY LOCATION OF PRICE SIGN WITH SITE PLAN DRAWINGS A2 �aooc�cua� r a Q� 245912,5 81 2.79 A2 (iH SOUTHL A I VALL AVE ELEVATION SCALE: 1/8"=l'—O" FULLERTON FIBER—CEMENT WALL PANELS WITH 8"X16" CMU JOINT PATTERN EXISTING AND FINAL GRADE HVAC UNIT 1 METAL PAN L HVAC SCREEN — PAINTED TO MATCH KIOSK KIOSK SECTION THRU KIOSK SCALE: 1/8"='I'—O" C�JGJ�CnLQDCD WUDC`�G3LpDL� 2� 45 g 2058 9 2- <0/ 7 6 9 V) 0 z �C 0 z F— w z m Q U z 0 V) 12" SIGN CABINET 10 1/2" POCKET IN CANOPY FASCIA AND DECKING 13'-0" SCALE: 1/2"=l'—O" SIGN CONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1/2"0 THROUGH BOLTS L2"x2"0/8" MOUNTING IRON FURNISHED WITH SIGN CABINET L1 1/2"x1"x1/8" TO SIGN BOX TO CLOSE VERTICAL GAP BETWEEN SIGN AND FASCIA. FASTEN WITH #10x3/8" SELF TAPPING SCREWS Q 6" O.C. PAINTED BLACK, SUPPLIED AND INSTALLED BY SIGN INSTALLER CANOPY FASCIA BEYOND PFJCE SIGN CABINET SK'N CONTRACTOR TO BOLT SIGN CABINET TO ANGLE WITH 1/2"0 THROUGH BOLTS L.5"x3"x1/4" ACROSS PURLINS FURNISHED AND IN ' PALLED BY CANOPY FABRICATOR CANOPY PURLIN Ll 1/2" x 1 1/2" x 1/8" ANGLE BRACKETS FURNISHED BY CANOPY FABRICATOR AND INSTALLED BY SIGN CONTRACTOR 1"x3" ANGLE 11x /I BY CANOPY FABRICATOR CANOPY DECK PANS CANOPY GUTTER SECTION AT CANOPY SIS NOT TO SCALE THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE 0 E o m T m N L O- �')0 0 ° -C bi�m o z D `� U Q mu O � d- (� C 00 6) a) Cy 00 (O S Q(DNLQM �07Nf`� �N 6) 0 N�r� L' 0 a rte: ui a vo o— c �00osa I— n a a- ( S- G JP �F W A y� p 28527 0 �� AL z 0 F_ a - it 0 w 0 0 z Project #: 15432 Store #00871 Designed By: DGP Drawn By: TZ Checked By: JH' Date: 8.30.12' -s9}�J Scale: � AS NOTED Disk File 1t�C DA/ 154-32 A2.0.dwg' Model: � �� 26. �'d17 (G D) Adress 46-15 NE 4TH STREET' fr RENTON, WA h) EXTERIOR ELEVATIONS AND SIGNAGE OFC FUELING FACILITY Drawing No.: A2.0 DRIVE SURFACE---\ � FRONT OF CONCRETE PAD SHALL BE FLUSH WITH DRIVE SURFACE ------- 4'-O^ 1/2^ BACKER RO 1/4^ JOINT SEALANT -3/4" / PLACE JOINTS AS SHOWN ON CONSTRUCTION / IMPROVEMENTS PLAN. SAWCUT WITHIN 24 HOURS OF FINISHING CONCRETE. --PREPARE SUBGRADE PER GEOTECHNICAL REPORT 7r- ­` v''�/ «A' ~°A,~^'' ==^� W ��N�� PREPARE SUBGRA GEOTECHNICAL RE I ". -ONCRETE CAP 'NC' FILLED ST ADE DIA. CONCRETE 41 4 TING. D0 NOT FORM DW GRADE J 41 --------------- I N BOLLARD POST DETAIL CURB & GUTTER DETAILS SCALE 1 1/2^ = 1'-0" Tf- —` �. ../ v�v ���U ��H�� � SPILL ��.^� "SLOW PED X -|NG" SIGN SUPPLIED BY OWNER. INSTALLED BY G.C. BOLT SIGN TO POST. FACE SIGN AWAY FROM KIOSK PLACE AGAINST CONCRETE TANK SLAB` ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BU|LD|NG8, CANOPY COLUMN3, CATCH BAS|NS, ETC] JOINT SEALANT 3/4^ 1/2" BACKER ROD—\\ DEEP (MIN.) NEW, -WORK EXISTING., CONCRETE, A1/2" EXPANSION MATERIAL 'T= PREPARE SUBGRADE PER GEOTECHNICAL REPORT ON JOINT 7PAVING TRANSITION DETAIL / CANOPY COLUMN BOLLARDT_ --7- 4^ WIDE YELLOW TRAFFIC WARNING STRIPE. SPECIFICATION TO MATCH LOCAL CITY STREET PAINT REQUIREMENTS ------- MERCHANDISING D|SPU(YS qCOLUMN----- -- 0 | LO � BOLLARD WITH WARNING - SIGN CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 1/2^ JOINT SEALANT 3/4^ CONC. PAVING 3/4" X 24^ SMOOTH DOWELS @ 18^ O.C. W/HALF GREASED " (MUST BE GREASED TO ALLOW EXPANSION) �---1/2^ EXPANSION MATERIAL PREPARE SUB0RADE PER GEOTECHNICAL REPORT CONSTRUCTION JOINT 4'-0^ 4'-O" REACH -|N COOLERS - S4| ES KIOSK WITH OR VV|TA(lUT RESTROOMS ICE MERCHANDISER _ WITH WARNING SIGN C� U -"RNNG ZONE 4^ SQ. STE BASE PLAT METAL HAL| WITH POLE, BASE COVE INSTALLED #6 STRAND ATTACH TO GROUNDING LIGHT POLE MANUFACTU 1' CHAMFE ANCHOR B{ MAN0FACTU (4)#3 TIES #3 TIES @ 3RIGID (24" MIN.) FINISH GRA| qBOLLARD WITH WARNING SIGN AREA LIGHT ANCHOR BOLT PLAN SCALE 3^ = 1'-0^ &AREA LIGHT DETAIL NOTE- REFER TO SITE PLANS FOR QUANTffY AND LOCATION AREA LIGHT FOUNDATION DESIGN IS BASED ON LATEST EDITIONS OF IBC, ASCE 7 AND ACI 318 IN ACCORDANCE WITH THE FOLLOWING ASSUMED MINIMUM CONDITIONS. * BASIC WIND SPEED: 120 WPH, EXPOSURE C m SOIL TYPE: CLAY * CONCRETE: 3000 P0 28 DAY COMPRESSIVE STRENGTH, NR ENTRAINED E) REINFORCING: ASTM A815, GRADE GD LIGHT POLE' BASE PLATE AND ANCHOR BOLTS DESIGNED AND PROVIDED BY THE LIGHT MANUFACTURER. INSTALLED BY GENERAL CONTRACTOR. THIS DRAW/NG IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COWPAN REPRODUCTION OR'ALTER/T|0N OF THIS DRAWING WITHOUT THE EXPRESS *D. WRITTEN PERMISSION OF THE KR0GER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THEOWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE m 'Project. -_ Store #00871 _ Designed DGP _ Drawn By: u `. � * ~'`~^`~ By: ~ [ .- Date: 830]2Scale: AS NOTED � mu^-Filleo� ~v ---~«�n ^"�� / (�| \ \ ~`v10` - \--/ * *oo�wuu� � -^ 4615 NE 4TH STREET xEmmn nm ~ i����� -~��~D~_ / = QoG ` FUELING FAQLITY ' Drawing no: ' A3.0 � � i� � [ASPHALT OVERLAY z 1/2" TOC LED RADIUS 1 UNiSTRUT POST SUPPLIED -c� AND INSTALLED BY G.C. PAINT RED TO MATCH BOLLARD noz z \%/ NOTE: THE GENERAL CONTRACTOR IS 0 0 REQUIRED TO CONTACT THE LIGHT m \�X\ POLE MANUFACTURER FOR THE LATEST ANCHOR BOLT/BASE PLATE CONFIGURATION AND TO ENSURE THAT THE LIGHT MANUFACTURER CONDITIONS PR/0R TO INSTALLATION PLACE AGAINST CONCRETE TANK SLAB` ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BU|LD|NG8, CANOPY COLUMN3, CATCH BAS|NS, ETC] JOINT SEALANT 3/4^ 1/2" BACKER ROD—\\ DEEP (MIN.) NEW, -WORK EXISTING., CONCRETE, A1/2" EXPANSION MATERIAL 'T= PREPARE SUBGRADE PER GEOTECHNICAL REPORT ON JOINT 7PAVING TRANSITION DETAIL / CANOPY COLUMN BOLLARDT_ --7- 4^ WIDE YELLOW TRAFFIC WARNING STRIPE. SPECIFICATION TO MATCH LOCAL CITY STREET PAINT REQUIREMENTS ------- MERCHANDISING D|SPU(YS qCOLUMN----- -- 0 | LO � BOLLARD WITH WARNING - SIGN CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 1/2^ JOINT SEALANT 3/4^ CONC. PAVING 3/4" X 24^ SMOOTH DOWELS @ 18^ O.C. W/HALF GREASED " (MUST BE GREASED TO ALLOW EXPANSION) �---1/2^ EXPANSION MATERIAL PREPARE SUB0RADE PER GEOTECHNICAL REPORT CONSTRUCTION JOINT 4'-0^ 4'-O" REACH -|N COOLERS - S4| ES KIOSK WITH OR VV|TA(lUT RESTROOMS ICE MERCHANDISER _ WITH WARNING SIGN C� U -"RNNG ZONE 4^ SQ. STE BASE PLAT METAL HAL| WITH POLE, BASE COVE INSTALLED #6 STRAND ATTACH TO GROUNDING LIGHT POLE MANUFACTU 1' CHAMFE ANCHOR B{ MAN0FACTU (4)#3 TIES #3 TIES @ 3RIGID (24" MIN.) FINISH GRA| qBOLLARD WITH WARNING SIGN AREA LIGHT ANCHOR BOLT PLAN SCALE 3^ = 1'-0^ &AREA LIGHT DETAIL NOTE- REFER TO SITE PLANS FOR QUANTffY AND LOCATION AREA LIGHT FOUNDATION DESIGN IS BASED ON LATEST EDITIONS OF IBC, ASCE 7 AND ACI 318 IN ACCORDANCE WITH THE FOLLOWING ASSUMED MINIMUM CONDITIONS. * BASIC WIND SPEED: 120 WPH, EXPOSURE C m SOIL TYPE: CLAY * CONCRETE: 3000 P0 28 DAY COMPRESSIVE STRENGTH, NR ENTRAINED E) REINFORCING: ASTM A815, GRADE GD LIGHT POLE' BASE PLATE AND ANCHOR BOLTS DESIGNED AND PROVIDED BY THE LIGHT MANUFACTURER. INSTALLED BY GENERAL CONTRACTOR. THIS DRAW/NG IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COWPAN REPRODUCTION OR'ALTER/T|0N OF THIS DRAWING WITHOUT THE EXPRESS *D. WRITTEN PERMISSION OF THE KR0GER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THEOWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. 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Q,0�- I 1.1-11--_ X 01 Ul cyl) K z r>� D 0 TE LJU SE 0) (1) a, __J -1 4 0. 15 UP D M Z ,- LW z - 35 D �_� � w N > M N N . co U Q� If -L 11� N 00 CA I'-- 9 > r: r 0 ('% V, MA 2-, Z < 5 I N p.- �> U-) LO V T z C9 C9 29 LO F=:� �� �� Z LO us N LZI i L>M- _J > W N N �� Se :��:�� W_ 5 =) �)_ 0) T1., . 0�,,? ev w 4, 41 V, ltb 11 -, 1, � 11 11 ,,,� I to G �., x I � ,, nl - hi ­: is! � 0 � . ,_ -1, q1h I V ,, I ;� A�' CRY W Rerit )n f i A ;_ I 0 �, ,7-'"nnKg (hoy I , GO '-" n 1:� � , - � , , : � 1:__11 , : SE42 61012 ��­ i , CN IT- "", N Q (IT TI_ iE� ill' -, F -n M V I � r 1� I Clitz7TV/1 j< ,a -',_� � r9l to I&I J,E- J'2 �q 0 a �i Q if) co LIJ " " � ," _-J " ,T��,_ �,�`, � ­ __ r _____________________'fi_­__1 ------ -,'��r v =_ ALTA ACSM LAND TITLE SUR, 0 10 20 4-0 SEWER MANHOLE (54" DIA) RIM = 40106 SCALE 1v 20' SEWER MANHOLE (54" DIA)24" CONC E = 382.56 rRIM = 408 45 SEWER MANHOLE (54" DIA) 24" CONC SW = 382.43 11 RIM = 403,66 (FLOWS TO WEST) 24"? E 25'+ DEEP 24" CONC NE = 382.29 F-- 24"? W 25'+ DEEP 18" PVC N = 382.16 (FLOWS TO WEST) 24" CONC W =, 382.10 CATCH BASIN 8" PVC DROP SSE 391.87 1 8" PVC DROP NW 401.48 4 4 (�L'Ows TD WEST) _SOLID LID DOUBLE YELi 4� 4, 6"'D.I. 7.26 RIM = 402.77 END, 3" DOMED SURFACE BRASSY _OW STRIPS VERT SE 39 lk� 4, 12" �ONC E 398.42 W/ PUNCH IN CENTERLINE OF N.E. 12"'C10 W 398.85, 4TH ST. (±105' WEST OF FIELD PL. -=W'WE 2565 75',(MIEASfl SEC. COR. TO 1/4 COR) 16 OF 8 18-, CONC N �_-',398.71 N.E.) VISITED ON 8-7--2012 SEliV�O'E 2664,46' 1803 'ra 1851) V n (CITY OF RENTON CONTROL #1851) CATCH BASIN 'J8800"IVE 1939.31, . . . . . . \-(N.W. COR, SEC. 15) NORTH LINE NW1/4 SOLID LIDvD0U8LE WHITE STRIPE FND. CONCRETE MONUMENT W/ RIM = 407.29 4 < BRASS PIN IN CASE AT 12" CMP E = 403.29 CJ G 4-4 x Iw, UNION AVE, N.E. & N.E. 4TH ST, 15 12" D.I. S = 405.44 G 3.0 G '7 VISITED ON 8-6-2012 404,U� 12" CMP W = 40J_)9 13�5KEN`iWHITP STRIPE 7 (CITY OF RENTON CONTROL #1503) 1 to CATCH BASIN -7 n NE 4 -STR �='ElT41'11 7" TYPE 1 L (N. 1/4 COR. SEC. 15) EET LO 4 SB SD I I al R=ro.00' RIM = 401.71 W W 1CL=3pJ0' FND. 3" DOMED SURFACE BRASSY W/ PUNCH Lp W 4 viv wv 12" CONC E 397,36 AT CENTERLINE OF N.E. PLT ST. o(UG --------- wv.. J 12" CONC W 397.36 - W. (±125' WEST OF FIELD PL. N.E.) (u (53 VISITED ON 8-7-2012 IT Wt, �1� T So Tj- 1 0 T_ 7" 5 1 12- T T UNIMPROVED JBOX 402,11 CATCH BASIN TEL M11 SET REBAR/CAP t RIM = 407.25 MARKED LS 40016 SITE ACCESS t, SET REBAR/CAP SIGN MARKED LS 40016 4 12" D.I. N 405.60 FND Y2" REBAR/CAP CATCH BASIN ,,,,,STREET "CORE LS 37555" TYPE 1 L SIGNAL POLE LIGHT RIM 40 Powff k 105,01, N LT S 0A­TCH BASIN 20.2'± JBOX 12" CMP E = 400.30 40; 51 TYPE 1 L 12" CMP W = 400.38 "i SIGNAL POLE t wv 71 4,P6.32 FIM = 403 05 2 1' ROUND 12" CMI E = 398.60 BLDG. COLUMN x IM5.11 12" CMP W = 398.60 (TYPICAL) SET REBAR/CAP MARKED LS 40C V) -30'. 116 '6,� U) > Lu 0 0 40 .21 07� JA9E 760 HEAT PUMP 0- < m; J CATCH BASIN �E L= SOLID LID WsP x 404.65 .93 z 400.72 APN 152305-9124 12" D.I. 'IN = 397.82 APN 152305-9057 x 4odle A -(,IN CTIVE) W 1.7 ' I 41, � " "" > 12" CONC S ="-3�97.82 9�2 EXISTING RETAIL BUILDING x 1,05.12 4'10.( b ROCKERY x IN -2,i GUY WIRE 9. 4 N FIELD 99663 EASEMENT NO. 8206030188 FOR DRAIN WATER METER HEAT PUMP THIS EASEMENT TERMINATES WHEN TAX LOTS J M,�5 �3 TEL. VAULT I. 9057 & 9084 (ACROSS STREET TO EAST) HYDRANT M 20 i2 i ARE PROVIDEcD5WITI-I PUBLIC SEWER WHICH 3a 39s o 16 x 2.04,1vi, LEG END RECORDS INDICATE HAS HAPPENED. 105.42 JBOX POWER POLE AT"ELLITL --A 1 x 403.1, ii I ) 1, 1� I'�i - W/ RR SPIKE SURVEY MONUMENT AS NOTED) POWER VAUI.3 DISH C14 En CD tJ MV4 (SITE BENCHMARK TELEPHONE VAULT SECTION CORNER AS NOTED) ELFV 400.60) CATCH BASIN pv APN 152305-9094 FW WATER VAULT 0 END, SURVEY MARKER (AS NOTED) SOLID LID SET 1/2' REBAR/CAA "LS 40016- I LOW FAMILY PARTNERS, LLC 11 STREET LIGHT HEAT PUMP RIM 397,91 G br CATCH BASIN 1'2 D.I. N 395.37 01 RIM = 398.14 [Ei� LOT LIGHT 7 ASPHALT I DA. W - 395.37% 8" CMP S 395.70 YARD LIGHT 111 POWER METER 3 -v -0- CONCRETE CATCH, BASIN POWER POLE 12 D. 1. E 395, ------45.E 4�- --- GUY WIRE - ., - ­.,73�,� I 0, 5 RIM .�9171-38 --- 4�? I 395�40 TRAFFIC SIGNAL GRAVEL 25 - AS OZ82. PEDESTRIAN PUSH BUTTON 12" D.I. E 395.43 1' ROUND 20 0 JUNCTION BOX (JB) -SS-- SANITARY SEWER LINE (2)G METERS 7,, BLDG, COLUMN END 1�9ASF1" REBAR/CAP 12" ADS W 395.43 397 B SD- STORM DRAINAGE UNE E "CORE LS 37555" f (D TELEPHONE MANHOLE (TYPICAL) ------ FND )/2" REBAR/CAP ` r75 CATCH BASIN (CB) CHAIN LINK FENCE f 398,02 x APN 152305-9084 S88'03'11 VE 153.35' "CORE LS 375 41130 43 STORM MANHOLE (SDMH) WOOD FENCE IRRIG, VALVE D 4,1 a, 7 2 +____�CATCH BASIN 0 SANITARY SEWER MANHOLE (SSMH) SILT FENCE --"END RFBAR/CAP 6°031, 0 GUARD PAL (�AS VALVE - 6RE'IS RIM 397.43 C - 20.01 SANITARY SEWER CLEANOUT (SSCO) _i44i 12" D.L W 395�38 r1j) GAS METER (GM) W WATER VIA PAINTMARKS -4 3.72 f, 2 12" D.I. S = 395.38 GAS VALVE G GAS VIA PAINTMARKS 30' ail S- M MAN dLE - 8" CMP N = 395.38 VAULT WATER VALVE (WV) 11 LLS 48 1 DIA V) T TELEPHONE VIA PAINTMARKS KESS FIRE CONNECTION (FPSP) 4 TALES R 4 3.72 R HYDRANT HYD -P(UG)--- POWER VIA PAINTMARKS IM ­9 TOP CvIP RISER = 4 1.55 1 Oq.q, 4,15 03 C. Eo 404.49 400. ]AMB 1 FENCE 9.17 Q ED WATER MANHOLE -P(OH)- OVERHEAD POWER LINES 13" ELBCW = 3 1 397.[4 411,532 Q5.27 e0 %404.86 UI%9 4,131 x 403.7 39a.26! EB WATER METER (WM) CATE VALVE E = 5.56 VAULT IRRIGATION VALVE DECIDUOUS TREE GAS VALVE _�95.52 > 12" ADS S = ACCESSVAULT SIGN T CONIFEROUS TREE T 12" ADS W 395.52 STREET - VAULT nJ1414.�S LE�S JS JBO 15 t 40.3,97 91 401,83 LIGHT .;4.403.87 PQESS. x 40,585i. SOUTH LINE LOT 8 399.56. 1398,03 cc, NOTE- NOT ALL SYMBOLS WILL �APPEAR �INTHE �DMMNG 30 CATCH BASIN- IGN 101,78 RIM = 402.69 VAULT 12" ADS W = 399.51 z 3Q9,02 ACCESS __Ji _x 33343 100 74 MAILBOX .6 - 407.54 3445bi 3989b :e 344.8] I x 399.33 399.63 I 0 1 21 IRRIG VALVE, CATCH BASIN RIM = 398.43 12" D.I. N 394,59 gmw -a' 0 ui C: LO CD 0 co O=Lz V) �Z 0 x LIJ Q Li iti z < Project #: 15432 Store #00871 Designed By: Drawn By: PCW Checked By: OBH m Date: 9.19.12 m Scale: C*41R r E Y o v Disk File: Y1e 3pr3 0) Model: Tun ca SIEP12 Address - 1 q'zW4615 NE 4TH STREET l RENTON, WA FRED MEYER FUELING FACIL Drawing No.: CD 2 of 2 RESERVATIONS AND EXCEPTIONS (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S FILE NO, NCS-520794—OR1, DATED JULY 20, 2012) 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF RENTON IS AT 1.78%. LEVY/AREA CODE: 2100 FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; a A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE. 2. DELINQUENT GENERAL TAXES FOR THE YEAR 2012, PLUS INTEREST AND PENALTIES. TAX ACCOUNT NO.: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: ASSESSED LAND VALUE: ASSESSED IMPROVEMENT VALUE: 152305-9124-03 $ 5,856.17 $ 0.00 $ 6,207.55 $ 441,800.00 `I$ 0.00 (NOT PLOTTABLE) 3. DELINQUENT GENERAL TAXES FOR THE YEAR 2011, PLUS INTEREST AND PENALTIES. TAX ACCOUNT NO_: 152305-9124-03 AMOUNT BILLED: `k$ 5,408.24 AMOUNT PAID: $ 0.00 AMOUNT DUE: $ 6,814.39 ASSESSED LAND VALUE: 441,800.00 ASSESSED IMPROVEMENT VALUE: $ 0.00 (NOT PLOTTABLE) 4. DELINQUENT GENERAL TAXES FOR THE YEAR 2010, PLUS INTEREST AND PENALTIES. TAX ACCOUNT NO.: 15230.5--9124-03 AMOUNT BILLED: G 4,925.34 AMOUNT PAID: 0.00 AMOUNT DUE: $ 6,796.97 ASSESSED LAND VALUE: 441,800.00 ASSESSED IMPROVEMENT VALUE: 0.00 (NOT PLOTTABLE) 5. CITY LIENS IF ANY OF THE CITY OF RENTON (NOT PLOTTABLE) 6. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERAL RESERVED BY: NORTHERN PACIFIC RAILROAD COMPANY RECORDED: UNDISCLOSED RECORDING INFORMATION: 192430 (NOT PLOTTABLE) NOTE: NO EXAMINATION HAS BEEN MADE TO DETERMINE THE PRESENT RECORD OWNER OF THE ABOVE MINERALS, OR MINERAL LANDS AND APPURTENANT RIGHTS THERETO, OR TO DETERMINE MATTERS WHICH MAY AFFECT THE LANDS OR RIGHTS SO RESERVED 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JUNE 3, 1982 UNDER RECORDING NO. 8206030188 FOR: DRAINFIELD AFFECTS: AS DESCRIBED THEREIN (SHOWN BUT PER TERMS HAS TERMINATED) 8, RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR KING COUNTY AS GRANTED BY DEED RECORDED JUNE 24, 1987 UNDER RECORDING NO. 8706241488. (NOT PLOTTABLE) 9. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ORDINANCE NO. 4612" RECORDED JUNE 21, 1996 AS RECORDING N0, 9606210966 OF OFFICIAL RECORDS. 10, DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: SANDJAY, LLC & SYNNEX, LLG GRANTEE/BENEFICIARY: EASTSIDE FUNDING, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: CASCADE TRUSTEE SERVICES, INC. AMOUNT: x$564,840.02 RECORDED: JANUARY 22, 2007 RECORDING INFORMATION: 20070122001941 (NOT PLOTTABLE) 11. ANY RIGHT, ASSERTED RIGHT, OR CHALLENGE, MADE BY ANY PARTY, INCLUDING, BUT NOT LIMITED TO, A CREDITOR, TRUSTEE OR DEBTOR IN POSSESSION IN BANKRUPTCY TO AVOID OR INVALIDATE THAT CERTAIN CONVEYANCING DOCUMENT WHICH RECORDED DECEMBER 31, 2009 AS RECORDERS NO. 20091231000304 OF OFFICIAL RECORDS. (NOT PLOTTABLE) 12. EVIDENCE OF THE AUTHORITY OF THE INDIVIDUALS) TO EXECUTE THE FORTHCOMING DOCUMENT FOR EASTSIDE FUNDING, LLC, COPIES OF THE CURRENT OPERATING AGREEMENT SHOULD BE SUBMITTED PRIOR TO CLOSING. (NOT PLOTTABLE) 13. EVIDENCE OF THE AUTHORITY OF THE OFFICERS OF QUALITY FOOD CENTERS, A DIVISION OF FRED MEYER STORES, INC, TO EXECUTE THE FORTHCOMING INSTRUMENT, COPIES OF THE CURRENT ARTICLES OF INCORPORATION, BYLAWS AND CERTIFIED COPIES OF APPROPRIATE RESOLUTIONS SHOULD BE SUBMITTED PRIOR TO CLOSING. (NOT PLOTTABLE) 14. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM, (NOT PLOTTABLE) LEGAL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S FILE NO. NCS---520794—OR1, DATED JULY 20, 2012) THE NORTH 180 FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF; AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO, 1804-907; AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5849734; AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING', A RADIUS OF 25 FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1987 UNDER RECORDING NO, 8706241488, A TRIMBLE 5800 GPS RECIEVER, TRIMBLE 5600 ROBOTIC TOTAL STATION, AND TDS RANGER DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WERE USED TO MEASURE AND ESTABLISH THE HORIZONTAL AND VERTICAL CONTROL POINTS HELD FOR THIS SURVEY. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. HORIZONTAL.. DATUM - BASIS OF BEARINGS NAD 83(1991) (PER CITY OF RENTON) VERTICAL DATUM - BASIS OF ELEVATIONS (NAVD 8) NAVD 1988 (PER CITY OF RENTON) BENCHMARK: CITY OF RENTON VERTICAL CONTROL POINT "1851", BEING ELEV= 398.55 FT. (NAVD 88) CALCULATED LAND AREA: 22,091± S.F. (0.51± ACRES) (SITE DOES NOT CONTAIN ANY SPECIFIC STRIPED PARKING AREAS OR BUILDINGS) SITE ADDRESSES. 4615 NE 4TH STREET, RENTON WA FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 53033CO982 F, PANEL 982 OF 1725 DATED MAY 16, 1995, THE SUBJECT PROPERTY IS IN ZONE X (UNSHADED), ,AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. ZONING INFORMATION - CA - COMMERCIAL ARTERIAL GENERAL CHARACTERISTICS OF THE COMMERCIAL ARTERIAL ZONE ARE: MINIMUM LOT SIZE: 5000 SQUARE FEET (FOR LOT CREATED AFTER NOVEMBER 2004) FRONT SETBACK: 10 FEET * SIDE SETBACK (ALONG A STREET): 10 FEET * SIDE SETBACK: NONE ** REAR SETBACK: NONE ** MAXIMUM BUILDING HEIGHT: 50 FEET MAXIMUM BUILDING COVERAGE: 65% (75% IF PARKING IN BUILDING OR ON—SITE GARAGE) * SUBJECT TO REDUCTION THROUGH SITE PLAN DEVELOPMENT REVIEW PROCESS *x. 15 FEET REQUIRED IF SITE ABUTS A RESIDENTIAL ZONE ZONING INFORMATION WAS NOT PROVIDED BY INSURER. PLEASE CONSULT THE RENTON MUNICIPAL CODE (RMC TITLE 4) FOR ADDITIONAL DETAILS AND POSSIBLE SITE SPECIFIC REQUIREMENTS. REFERENCE SURVEYS: 1. CITY OF RENTON LLA NO, LUA-05-031—LLA, RECORDING NO. 20050719900009. 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, AND UTILITY MARKINGS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED, 2. ALL DISTANCES ARE IN FEET (US SURVEY FEET) 3. NO EVIDENCE OF SOIL BORINGS WERE OBSERVED AT THE TIME OF THE FIELD SURVEY TO: FRED MEYER STORES, INC., AND FIRST AMERICAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH 1T IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(B), 7(A)(8), B, 9, 11(A)(B), 13, 17, 21 AND 22 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN AUGUST 2012 DATE OF PLAT OR MAP: AUGUST 20, 2012 OWEN B. HILLE, P.L.S. WASHINGTON REGISTRATION NO. 40016 DATE m z 0 CL Of v vi Ljj0 m Project : 15432 Designed By: Drawn By: Checked By: p Disk MCD M CD S ®"- C�� u,ne 0 N�- W Lo to aha ® 0' x F— �a-i� w c� s CL Address: " R 4615 NE 4TH STREET RENTON, WA MEYERFRED FUELINCA FAIL ing No.. of 2 _L_L_ < Store X00871 _' N PCW OBH a� 9.19.12 E 'a Address: " R 4615 NE 4TH STREET RENTON, WA MEYERFRED FUELINCA FAIL ing No.. of 2 I I— — — — — — --- — ARCHITECTURAL SITE P.AN .. .............. . 1, `4 Z7.4 1 OPE "d M. I COR.) OF, D, INS} 02910"E2604-46' (M I EAS':d sac J 0. R. !21-T-1 _85 jfn z:4 4" 'A e ?# i; t Y� p, 's j SIR!' E, 43 4TH 4 , "'STREET 80 J 41170 af R (o Z, 4 L=7 0� 3k7 j! ------------------------- - - - - - - - - d ------- - - - - - - - - - 4 - - ---------------- ----- -- -- -- -------- 9 -4 4- 1 n in MONUMENT SIGN .44 d, 359 on 00 2 V ROUND BLDG, COLWAIN i VENT Kf T(PICAL) A, A —0, APN 152305 % ig, o, v4 4-: Y/1' X f " '11, EXISTING RETIAL BUILDING < 4 4 4. 4. 2Q'30 4:,q q 4. -04 34,05 , ' DEOICATI01IN 10dow _o 4 I - o v, x% ",xi I AFIN 1523,015-8094 P FT IERS, Ll 11 I ICW FAW1111-Y A �11 N .0 li, ry TRASH ENCLO RE SEE SD -1 FOR LU SCREENING DETAILS two I 44. -- --- -----I. US j 14 JC91 �A_ 1, RUUND- BLDG� C JLUNI14f it _4. 171i 4 XPIN 152,305--91084 S660' E 153.35' k 4- , _1� bd GENERATOR ENCLOSURE `E 20.01 4 fit It11 ifII II 11 ii EASNENT �O. 82106030108 FOR( DRAIN�IELD it I] THII EASE E RM1NAT WHEN TAX LOTS 'T T 8 9 8 9057 4 A�TREET ITO EA41) SI (ROSS ARES IGS ER WHI'FH ROVI Er I �PUB HAS 14APPEN81). US 11 1 TE RECORDS D CA -- — — — — — — --- — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- SOOTH Ui E LOT 8Iii f FERITT-20M UNMAPPABLE UNMAPPABLE UNMAPPABLE PROJECT DATA LOCATION: SOUTHWEST CORNER OF NE 4TH STREET AT DUVALL AVE NE RENTON, WASHINGTON APN: 1523059124 EASEMENTS Table of Recorded Covenants, Conditions, Restrictionsaand / or Easements Sljae'd Documents May Impact the Proposed Development of a QFC1 Fueling Stationt at NE 015t, & Duvall Ave. Parcel No. 152305-9124-03,,, commonly referredto as 4615 NE 4" St, 192430 Undisclosed Mineral - Northern Pacific Railroad Company 8206030188 06-03-1982 Easement and Agreement - Drainfielld .8706241488 06924-1987 Warranty Deed -- Right to make necessary slopes for cuts or fills -9606210966 06-21-1996 City of Renton. Ordinance No, 4612 Sanitary Sewer Service Special Assessment District wwecr.x— -20070122001941 01-22-2001, Deed of Trust - Sandjay, LLC & Synnex, LLC — 720-691231660304 12-311-2009 Deed in lieu of Foreclosure '-Sandjay, LLC & Synnex, LLC 2, 1-255 11-20-1923 _7717��' 12 t Claim Deed --E,8::4:!L_734 01-23-1965 Qolt-Claim Deed SEE ALTA / AGSM LAND TITLE SURVEY SHEET 2 OF 2 18B 4 C�14 (D -. 10, ""' 01 0 cq cq�-,34` Cyd S; 00 0 r) o I Project 15432 Store #00871 Designed By: KEH C14 Drawn By: 0 Checked By: JH 0 Date: 8.3012 LLJ V) C) Scale: AS NOTED Disk File, 15432-AS1.1.dwg Model - Address: 4615 NE 4TH STREET x RENTON, WA Ld M I Project 15432 Store #00871 Designed By: KEH C14 Drawn By: RDC Checked By: JH 0 Date: 8.3012 V) C) Scale: AS NOTED Disk File, 15432-AS1.1.dwg Model - Address: 4615 NE 4TH STREET RENTON, WA Project 15432 Store #00871 Designed By: KEH C14 Drawn By: RDC Checked By: JH C - Date: 8.3012 C) Scale: AS NOTED Disk File, 15432-AS1.1.dwg Model - Address: 4615 NE 4TH STREET RENTON, WA LANDSCAPE PLANTING PLA 4TH ST14L4E__ -------G G ~ G -----P0G ------------------------------- PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.~ (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN - LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK 8" TO 10" FINISH GRADE MIX— PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PErIETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE / E AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2° DEEP MULCH LAYER ` REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY � BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES --- DIA. OF R0OTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL -- SET BALL ON UNDISTURBED SUBGRADE. ------ OR COMPACTED SOIL. ENT PLAZA TREE CAL -BOLLARD — LIGHT TYPICAL ^\ | FROM BORDERS HOLD 12" CHAMAECYPARIS NOOTKATENSIS 'GREEN ARROW' \ | ` . �� . LANDSCAPE PLANT MATERIAL LE��E��0� SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS PREP ^ BE NOTE: REMOVE CONTAINER AND WORK ------�-'-'-~---^� ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING SEE PLANT LIST I -OR PLANT SPACING. LESS THAN 1 LLON CONTAINER I GALLON CONTAINER and LARGER -RE MULCH (PLANTED BEFORE MULCH (PLANTED BEFO SHRUB f GOUNDC.O.VE PLANTING DETAIL NOT TO SCALE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN. LOW BRANCHED FOR SIGNIFICANT TREE PLAN SEE SHEET L-2 6 TREES REQUIRED AND 6 TREES PROVIDED FULL AND BUSHY, HARDENED GROWTH, MATCH] HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FOR 111111109111111 HOLD 12" FROM BORDERS HOLD 12" CHAMAECYPARIS NOOTKATENSIS 'GREEN ARROW' 6' - 7' HT. AS SHOWN 14 GREEN ARROW ALASKA CEDAR B & B Project #: 15432 Store #00871 m Designed By: AMS - Drawn By: AMS Checked By: JH (STREET TREE) Date: 8.30.12 E STIEWARTIA PSEUDOCAMELLIA 3" CAL. AS SHOWN 2 Model: __,� =" "�eMon DiviSion DENOTES REQUIRED REPLACEMENT TREE j) fAw PLAN QFC 0 WINTER BLOOMING BERGENIA _ Drawing No.: CD Ll�-�J� -^� ~�~ = =�= COMPACT STRAWBERRY TREE � BERBERIS GLADWYNENSIS 'WILLIAM PENN' 21 " - 24" 4' 0. C. 34 WILLIAM PENN BARBERRY CROCOSMIA CROCOSMIIFORA 1 GALLON 1.5' O.C. 24 BLUE OAT GRASS SLOWMOUND DWARF MUCHO PINE FRAGRARIA CHILOENSIS 4" POT 12" O.C. AS REQ'D BEACH STRAWBERRY ROZANNE GERANIUM THYMUS PSEUDOLANUGINOSUS WOOLLY THYME 4"POT 16" O.C. AS REQ'D ITP PREP ^ BE NOTE: REMOVE CONTAINER AND WORK ------�-'-'-~---^� ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING SEE PLANT LIST I -OR PLANT SPACING. LESS THAN 1 LLON CONTAINER I GALLON CONTAINER and LARGER -RE MULCH (PLANTED BEFORE MULCH (PLANTED BEFO SHRUB f GOUNDC.O.VE PLANTING DETAIL NOT TO SCALE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN. LOW BRANCHED FOR SIGNIFICANT TREE PLAN SEE SHEET L-2 6 TREES REQUIRED AND 6 TREES PROVIDED FULL AND BUSHY, HARDENED GROWTH, MATCH] HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FOR 111111109111111 HOLD 12" FROM BORDERS HOLD 12" FROM BORDERS MULCH AT CURB DETAIL NOT TO SCALE ,""^^ nuLu ruMx/a r EDGE OF PLANT AS NOTED ON F BED UNE EDGE CURB/WALK 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH -PLANT MATERIAL SPACING DET, AIL 1JOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB R0YV PLACEMENT. STATE OF WASHINGTON REGISTERED �--ARTHUR W. 0]DEL CERTIFICAJE NO. 706 (VALID ONLY WITH 3|GNATURE) EXPIRES: '12/15/12 | � o Ld _ _ Ld � < Project #: 15432 Store #00871 m Designed By: AMS - Drawn By: AMS Checked By: JH Date: 8.30.12 E Disk File: Model: __,� =" "�eMon DiviSion 4615 NE 4TH STREET j) fAw PLAN QFC FUELING FACIL" _ Drawing No.: CD Ll�-�J� -^� ~�~ = =�= u- � _._ _.r.._._.. ,. i_ ,"..,..„1.1_1.....1, G ---------1--—--- f ,, _ __ .... _ ._,_ _ r .,..,, .11.11,, ......................._,_,,,,_,_,.-_,_,.,,,,.... d 9j .,. ..m ..,, .... 1111,. ...,. ._.. _ «,.._ E ,.._,„„�+ ,5 g:h .. _... ..,. 11j .,” ,,,,e ik{ s ,- .m_ .-- .,,., T 3 �+'//t'y/J S - _..,,.,,,...,,,,_..... µ,..._, ....r`% I '10. _._.._.,,.,,.._,W,,,,,, --`N,l ...._.� ,_ ?. Y, ...u. -..M'”` � .,. ...,W SaP ..:..11.11_ . .,-.,.. i. ,....,.,, .____„_ } i .._,_.,„,,,,,,_,.,,,,,- �r§�f ,,,,,.,_„_.._.,m,......,..,_ § , r' I s # n ,., „",,., VIN ..,.�,, ” y. , I ,......_.. .,__ ..� _ _ "<. .. __, _.. 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DENOTES TREE TO BE REMOVED DENOTES SIGNIFICANT TREE 0 DENOTES DEAD, DAMAGED OR DANGEROUS TREE TREE RETENTION tf ION i Et SYMBOL�DISCRIPTION EXISTING TREE CALL—OUT EXISTING TREE EXISTING TREE CRITICAL ROOT ZONE DENOTES EXISTING TREE TO BE REMOVED EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE LEGENDTREE AL ALDER BLM BIG LEAF MAPLE CW COTTON�l00D HA HAWTHORNE PP j PURPLE LEAF PLUM CE CEDAR City of Renton SEE THIS SHEET" FOR SCHEDULE TO BE REMOVED OF TREE TO BE REMOVED SEE THIS SHEET FOR SCHEDULE WASHINGTON ERED ; LANDSCAPE 1111. - i i .. ARTHUR M. SEID,EL CERTIFICATE NO. 705 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/12 K Cn TREE RETENTION � WORKSHEET .:. ,... � , - .. �I I I I I I 11 .1 ..... _0 Cly I I I. 11 Total number of trees over " in diameter's on project site: 1, 20 trees a Deductions: Certain' trees are eXclLided rare the retention calculation 1 Trees that are dead, diseased or darn erG us2 trees X Tees in proposed public streets trees Trees In proposed private access easem'en'ts/tracts -trees r� Trees in critical areaO and buffers trees QU Total number eft' excluded ' trees: 2. trees. . Subtract erre from line : , 1 trees . ext, to determ'in'e the number of treesthatrust b refOned4 Next, multiply line 0.3 in zones RC, R-1, F; -4f, or R'8 3 by: � 0.1 in a1.ll other residential zrane 0.05 in all commercial and industrial zones 4, 1 trees . Last the number of " r larger trees that y u are proposing"' t0 retain"i: Project #: 15432 Store #00871 M . trees Dramin By: AMS Subtract lige 5 from fine 4 for trees to be replaced1 trees 1'`„ (if line 6 is less than zero, ,stop 'fere. No, replacement trees are requireri}. o Date: 8.30.12 Multiply fire 6 by 12" for number of required replacement !Inches: Scale '*b'Ylle �`��r 1 '®20'_O" -� 12 inches . Proposed size of frees to,rineet additional planting requirement.: s. -." >.//}} 41! u' I ( minter, 2"c. liper'Ifees req€�ired� $m w inches Address! ,- , , i,It ," `:3 4615 NE 4TH STREET '''))l/��jf)j I N per tree , Divide line'Z by fine 8 for number of replacement trees;6 ' i ,E (if re;rainder is .5 or'greater, round up to the next 4-iole nurnbert OFC trees FUELING IM Y a tvteasured at ctrest he,ght Ln 2'Dead, diseased ordangerous trees must be Certifier; as'SUCII by a forester, registeted landscape:architeM, or 1-1Cn derided arborist; and apprwed by the City, 0 0 s; riticai Areas, $ucti as wetlands, streams, flood pains and pot lected slcp es, are defined Tri Section 4-3-050 Y of - the Renton KAunic€paw{ Code (t2WIG). ' 4,Count orafy those trees to be retainedI�outside of edlical areas and'suffers:. E b; The City'bray require rriodffauation of the free retention toe sure ete€ id othe, ` a� f c r ra �fu n r r t -rp rrn aarq number Tat trees per RNIC 4-4-13OH70 r Inches of street tragi, inches of trey, added to critical areas/buffers, and inches of Trees retained on site that are"teas than 6" but°are greater than Z n be heed to meek the tree replacement requirwrient. i 12:Ditisior,ut�'arra,4Pt'xceRcleii(iou�Vokk-slaeet 1I107 1 WASHINGTON ERED ; LANDSCAPE 1111. - i i .. ARTHUR M. SEID,EL CERTIFICATE NO. 705 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/12 K Cn _0 Cly I LJJ 1 Q) X J W 2 r� Z: Q) a QU fkf0 i 0 � Q 00 n a Z N 0 N Project #: 15432 Store #00871 M Designed By: AMS w Dramin By: AMS E 1'`„ Checked By: JH o Date: 8.30.12 Scale '*b'Ylle �`��r 1 '®20'_O" -� . Disk File: - J -;irk O."', � "',e4 , lviQi v — Model: .`✓' 2' s. -." >.//}} 41! u' I J Address! ,- , , i,It ," `:3 4615 NE 4TH STREET '''))l/��jf)j I N WA In )�)RENTON SIGNIFICANT TREE i ,E N C '0) OFC Q) N FUELING IM Y Ln Drawing No.: 1-1Cn 0 0 0 L2 of 2r - n1 6 E 1 =10'-O' 14 CL 0 5 10 20 0- NE 4TH STREET 230 S.F. l - ,----- - `\ OFF SITE - �- -- I ,fir W — W _ _.� ter _ _ i_u— -- ~F; W -...— - w._. yt/ _. yd _ t� ,tV _ , A. r , ( 1,022 S.F. PLAZA AREA S� _ _ _. µ _._ — �J '7- <l 4R — — _ I I .......... 1,010 S.F. P PAV N - 2 .F. P LANDS -40 2-S, .- drRD1 f TP4 - TP T w i 1 0 I ✓ / t —7 \ w cy- A ,,' TP P TP CL 0 TP Cc In In v / rL LL 2 45:> S.F. FC a 1 1 � - 6 00 P f 0 _---Zrrut O \ a J/ S - I 321 �.F. f r Jw FC >, \ / \ t tJ I 1 / <r RAIN GARDEN LANDSCAPE PLANT MATERIAL LEGEND ' A. !�' SIZE V) -D + ' SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS 1,v -1// 1-i AX I I TREES: ! EM 1 r I TAXODIUM DISTICHUM / 15 GALLON AS SHOWN 6 STAKE & GUY ONE GROWING r\ ° ' / BALD CYPRESS B 9 HT. SEASON; NURSERY GROWN, F ^\ \ / r UN -CUT LEADER I t t \ I SHRUBS: - CORNUS SERICEA 30 - 36 3.5 O.C. 16 FULL AND BUSHY RECEIVED ® :D z u -- ® � t ! E TP j / RED -TWIG DOGWOOD 7 2014 U) cr CORNUS SERICEA KELSEYII / 18" - 21 2.5 O.C. 18 FULL AND BUSHY w � KELSEY DOGWOOD [, �I. itL 01 c� IRIS TENAX \ - / \,/ ,.✓ ;� i 1 GALLON 2 O.C. 39 FULL i' r TOU GH LEAF IRIS z _tj N d - I I ! .-_. -;-�=____.-�"` �_='" �-"__• _ _ ._ - _—__ -__-- � 4 t 3.5' O.C. 16 FULL AND BUSHY ARPA 21 24ROSA PISOC , SWAMP ROSE Project : 154.32 Store #00871 _ p _ _ L PARKING - _- ; r - -' = _/ I " _ �j -- - r ;,� - - .' I SALIX PURPUREA / 21 24 3.5 O.C. 40 FULL AND BUSHY, 3 I { i > ( < - i ARCTIC WILLOW CANES MINIMUM Address: r r \` ; J 1 4615 NE 4TH STREET SPIRAEA DENSIFLORA 21" -24" 3 O.C. 30 FULL AND BUSHY RENTON '�A — TP / , d SUBALPINE SPIREA LANDSCAPE PLANTING GROUND ERS• COV PLAN ' / 1 P - f / THROUGHOUT •OFC STATE OF JUNCS EFFUSUS 50� PLUGS 10" O.C.0C ASREQ V\ BASHING ON SOFT RUSH THE BOTTOM _ -FCI .i REGISTE Ea' FC-__ SCRIPTUS MICROCARPUS _ _ — - _. _ _ ? 50% OF THE RAIN E r ��1 / LANDSCAPE -;ARCHITECT d __..___..____ 1.,1-013,-.-S.Fo___._._, ---- _ ^`— - ✓ I SMALL -FRUITED BULRUSH GARDEN, IN Drawing No.. --flN--SITE ._�__,-� _ �_. �'— RANDOM — --- --- —_ _ _ — K= GROUPINGS OF 10 TO 20 OF -AR ;'C1R'M. SElDEL \ 1 I , f F} I I \ \ CER9il F1 GATE N O. 70 J i `, { IF ( ( �S / I Y� II LIKE PLANTS (VALID ONLY WITH SIGNATURE) 1 I I I } 4 , 1? I of 7 EXPIRES: 12/15/14 , VMWA MYD 1W `,�, CITY CFC FUELING FACILITY MOMAMS NAM RENTON Som mm DATUM MOM MD: JH AT Planning/Building/Public Warks Dept, F WT ONE Rm NO. REVISION BY DATE APPRjsG SCAE v OF: I I 9 NNA I TREES: AMELANCHIER GRANDIFLORA 'AUTUMN BRILLANCE' / 3" CAL. AS SHOWN 1 AUTUMN BRILLIANCE SERVICEBERRY B & B (PLAZA TREE) \i CHAMAECYPARIS N®07KATENSIS GREEN ARROW / 6 - 7 HT, AS SHOWN 14 GREEN ARROW ALASKA CEDAR B & B GLEDITSIA TRIACANTHOS 2" CAL. AS SHOWN 5 'IMPERIAL_' / B & B IMPERIAL HONEY LOCUST (STREET TREE) DENOTES REQUIRED REPLACEMENT TREE SHRUBS: BERGENIA CRASSIFOLIA / 2 GALLON 2' O.C. 6 WINTER BLOOMING BERGENIA ARBUTUS UNEDO 'COMPACTA' / 21" - 24" 4' O.C. 65 COMPACT STRAWBERRY TREE BERBERIS GLADWYNENSIS 21" - 24" 4' O.C. 63 'WILLIAM PENN' / WILLIAM PENN BARBERRY CROCOSMIA CROCOSMIIFORA / 2 GALLON 1.5' O.C. 12 MONTBRETIA HELICTROTRICHON SEMPERVIRENS / 2 GALLON 2.5" O.C. 76 BLUE OAT GRASS PINUS MUGO 'SLOWMOUND' / 15" - 18" 2' O.C. 73 SLOWMOUND DWARF MUGHO PINE 2 GALLON RHODODENDRON 'ELIZABETH' / 16" - 21" 3' O.C. 23 + NO COMMON NAME 2 GALLON GROUNDCOVERS: FRAGRARIA CHILOENSIS / 4" POT 12" O.C. AS REQ'D BEACH STRAWBERRY GERANIUM 'ROZANNE' / 4" POT 12" O.C. AS REQ'D ROr.A�dlyE ve.rv41vrc1M THYMUS PSEUDOLANUGI NOSUS / 4" POT 16" O.C. AS REQ'D TP WOOLLY THYME BARK MULCH ONLY AREA COVER 1 / <r RAIN GARDEN LANDSCAPE PLANT MATERIAL LEGEND ' A. !�' SIZE V) -D + ' SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS 1,v -1// 1-i AX I I TREES: ! EM 1 r I TAXODIUM DISTICHUM / 15 GALLON AS SHOWN 6 STAKE & GUY ONE GROWING r\ ° ' / BALD CYPRESS B 9 HT. SEASON; NURSERY GROWN, F ^\ \ / r UN -CUT LEADER I t t \ I SHRUBS: - CORNUS SERICEA 30 - 36 3.5 O.C. 16 FULL AND BUSHY RECEIVED ® :D z u -- ® � t ! E TP j / RED -TWIG DOGWOOD 7 2014 U) cr CORNUS SERICEA KELSEYII / 18" - 21 2.5 O.C. 18 FULL AND BUSHY w � KELSEY DOGWOOD [, �I. itL 01 c� IRIS TENAX \ - / \,/ ,.✓ ;� i 1 GALLON 2 O.C. 39 FULL i' r TOU GH LEAF IRIS z _tj N d - I I ! .-_. -;-�=____.-�"` �_='" �-"__• _ _ ._ - _—__ -__-- � 4 t 3.5' O.C. 16 FULL AND BUSHY ARPA 21 24ROSA PISOC , SWAMP ROSE Project : 154.32 Store #00871 _ p _ _ L PARKING - _- ; r - -' = _/ I " _ �j -- - r ;,� - - .' I SALIX PURPUREA / 21 24 3.5 O.C. 40 FULL AND BUSHY, 3 I { i > ( < - i ARCTIC WILLOW CANES MINIMUM Address: r r \` ; J 1 4615 NE 4TH STREET SPIRAEA DENSIFLORA 21" -24" 3 O.C. 30 FULL AND BUSHY RENTON '�A — TP / , d SUBALPINE SPIREA LANDSCAPE PLANTING GROUND ERS• COV PLAN ' / 1 P - f / THROUGHOUT •OFC STATE OF JUNCS EFFUSUS 50� PLUGS 10" O.C.0C ASREQ V\ BASHING ON SOFT RUSH THE BOTTOM _ -FCI .i REGISTE Ea' FC-__ SCRIPTUS MICROCARPUS _ _ — - _. _ _ ? 50% OF THE RAIN E r ��1 / LANDSCAPE -;ARCHITECT d __..___..____ 1.,1-013,-.-S.Fo___._._, ---- _ ^`— - ✓ I SMALL -FRUITED BULRUSH GARDEN, IN Drawing No.. --flN--SITE ._�__,-� _ �_. �'— RANDOM — --- --- —_ _ _ — K= GROUPINGS OF 10 TO 20 OF -AR ;'C1R'M. SElDEL \ 1 I , f F} I I \ \ CER9il F1 GATE N O. 70 J i `, { IF ( ( �S / I Y� II LIKE PLANTS (VALID ONLY WITH SIGNATURE) 1 I I I } 4 , 1? I of 7 EXPIRES: 12/15/14 , VMWA MYD 1W `,�, CITY CFC FUELING FACILITY MOMAMS NAM RENTON Som mm DATUM MOM MD: JH AT Planning/Building/Public Warks Dept, F WT ONE Rm NO. REVISION BY DATE APPRjsG SCAE v OF: I I 9 NNA I