The URL can be used to link to this page

Plans NOTE : (2) , PERMITS ( 1 ) SET OF PLANS BUP 015 00036 & SIT2015 00001 0 N to .. C W V) RECEIVED tY W C~ FEB 2 3 2015 CITY OF 7(GARD � BUILDING DIVISION TIGARD, OR cinr ole TIGARD TIGARD, FACILITY Approved by Planning Date: a a •`' 7850 SW DARTMOUTH Street, COSTCO WHOLESALE FUEL FACILITY Initials: .1�- TIGARD, OR 97223 7850 SW. .. DARTMOUTH COSTCO WHOLESALE 7 CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 LOCATION MAP - SITE PLAN VICINITY MAP INDEX O DRAWINGS- www.costco.com C3 m TSG-1 TITLE SHEET 217 4 C1 COVER SHEET p� C2 DEMOLITION AND TEMPORARY EROSION CONTROL PLAN cbsnv zomfOLIME T I G A R D OR 97223 QPG�F�G '4e C4 GITE IMPROVEMENT AND RADNG AND DRAINAGE PLAN--FUEL FACILITY NTAL L PLAN 1 j , , , ♦ g� C5 GRADING AND SITE PLAN-PARKING LOT IMPROVEMENTS to, R ♦ W 5 C6 WATER QUALITY IMPROVEMENTS = b SLYc ¢ C7 SEWER AND WATER PLAN = x<: RFFiy x' C8 CONSTRUCTION NOTES AND DETAILS _ _`:• ♦ �{� � ' z N 1110 112TH AVE. NE I SUITE 500 ® .Qc C9 CONSTRUCTION NOTES AND DETAILS FD$ - C0Ahy"AN=r ®° : ♦ �� M `ry L1 EXISTING TREE/CANOPY PLAN _ BELLEWE,WA 19$004 SPP ♦ OUrH ST L2 EXISTING TREE/CANOPY PLAN OTC: t 425.463.2000 1 f 425.463.2002 � • « L3 EXISTING PARKING LOT TREE/CANOPY PLAN rettrt" t _ ¢" L4 EXISTING PARKING LOT TREE/CANOPY PLAN 99 �-� PROJECT L5 PROPOSED TREE/CANOPY PLAN Addt+esy K L6 EXISTING TREE/CANOPY TABLE � � MulvannyG2.com = C= a ♦ '� SITE L7 EXISTING TREE CANOPY TABLE 13' i '�' r' L8 EXISTING TREE CANOPY TABLE �` . L9 LANDSCAPE CONCEPT PLAN E c� 17 TIGARD L10 LANDSCAPE IRRIGATION PLAN rMspliaw PERMIT SET •'�'+• Li 1 LANDSCAPE IRRIGATION NOTES AND DETAILS D r� ' � \ ♦ ♦d4' SD101 SITE PLAN j'iteA#arae wi.•r., 5 SD201 SITE DETAILSI LOO AGA FUEL FACILITY SITE PLAN PlumbinS • AG-2 CANOPY ELEVATIONS AND DETAILS • =' AG-3 CANOPY REFLECTED CEILING PLAN AND ROOF FRAMING PLANS Trans Enghw r#rif s AG-4 CONTROLLER ENCLOSURE PLAN,ELEVATIONS AND DETAILS Shop b� ...,, PROJECT DIRECTORY AG-5 FUEL FACILITY SITE DETAILS d - S-1.0 CANOPY FOUNDATION PLAN S-1.1 CANOPY FOUNDATION S-2.0 CANOPY FRAMING PLAN DETAILS6� AND NOTES TT�+ COSTGO WHOLESALE O�ll.� COPY :., �:, ::::. - :' ;• :_ _ :�;., . .�»?' A 999 LAKE DRIVE S-2.1 CANOPY FRAMING DETAILS ismoli:ii% t:4, : r.:+.^+r,:'•,!1•. 4f d018 ., ISSAQUAH,WA 98027 , ;; ;. 3r:.. " ,- ^ - T1-1 UNDERGROUND TANK AND PIPING PLAN e t 425.313.810014 T2-1 TANK AND PIPING MATERIAL LIST a T3-1 UNDERGROUND TANK DETAILS-FIBERGLASS TANK INSTALLATION 4 Q AREA OF W3-2 TANK BURIAL AND ANCHORING DETAILS 4 - ,.- ARCHITECT M 10112 H AVEAVN EHSU TE 500 T3-3 TANK ANCHORING DETAILS `` ( � BELLEVUE,WA 98004 T4-1 TANK TURBINE SUMPS AND INSTALLATION DETAILS •~'`°• T42 TANK TURBINE SUMPS+SIPHON DETAILS AND PIPING INSTALLATION DETAILS ° •'.• ` � � � t 425.463.2000 f: 425.463.2002 T5-1 TANK FILL SUMPS AND PIPING INSTALLATIONS r # T6-1 VENTAND MISC.INSTALLATION DETAILS �. _r ""^ - PROJECT MANAGER:ADRIAN HO �' � � / T7-1 DISPENSER AND SUMP INSTALLATION DETA3LS • ' ' ! f • Yi• i f i • - • • • R. f • • • ■ •. ••• - 1■■ / CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS,INC. E-1 ELECTRICAL SITE PLAN AND NOTES - 18215 72nd AVENUE SOUTH AND SURVEYOR KENT,WA 98032 E-2 TURBINE,DISPENSER AND MONITORING SYSTEM ELECTRICAL DIAGRAM `. a " " �°• ENCLOSURE I _ � t 425.251.6222 E-3 PANEL SCHEDULES AND CONTROLLER E EIGHT NG/POWER PLAN s fi 425.251.8782 E-4 CANOPY LIGHTING AND CAMERA PLAN + - b OWNER E-5 MISCELLANEOUS ELECTRICAL DETAILS 'Y E-6 POWER BOX DETAILS - �'o�MD�'� � - - APPA _ t GEOTECHNICAL KLEINFELDER E-7 SQUARE D IPOCS POWERBOX DETAILS b _ ENGINEER 14710 NE 87TH STREET,SUITE 100 E-8 POWERBOX DETAILS �,I,a I • 4 .. � s - .*� REDMOND,WA,98052 E-9 UPS WIRING DETAILS _ '� \�\ t 425.636.7900 Pet�3t 1 E-10 ADDITIVE WIRING DETAILS I ;• . �, \ f: 425.636.7901 E-11 DIESEL ADDITIVE WIRING DETAILS �a 42 wAd \ �\ SE-1 GAS STATION-POWER AND LIGHTING PLAN suite#Z 4000 LANDSCAPE BARGHAUSEN CONSULTING ENGINEERS,INC. Hys Data l`7 1,411f Ov ARCHITECT 1821572nd AVENUE SOUTH ' -�- • _--- � � KENT,WA 98032 - t 425.251.6222 t 425,251.8782 UNDER SEPARATE SITE & BLDG STATISTICS 1... / ., - .ti%w it-•.. " . PERMIT ,.' / _. . �, . . • t;:•. STRUCTURAL SPAN CONSTRUCTION AND ENGINEERING,INC. � •• �. + "' ENGINEER 1841 HOWARD ROAD 1.ZONING: C-G(PD)-GENERAL COMMERCIAL,PLANNED DEVELOPMENT ' SPECIAL INSPECTION REQUIRED MADERA,CA 93637 State of Oregon Structural Specialty Code t 559.661.1111 2.SETBACKS: IF APPLICABLE f: 559.673.0600 FRONT: 10'MAX-0'MIN 6��e nd Reinforcing Steel RESOLVED IN"CONDITIONAL USE PERMIT AND DESIGN ❑ Bolts Installed in Concrete TANK/ BARGHAUSEN CONSULTING ENGINEERS,INC. EVALUATION (LAND USE APPLICATION)" 18215 72nd AVENUE SOUTH ❑ Special Moment-Resisting Concrete Frame ELECTRICAL/ 3.SITE AREA 27.29 ACRES(1,188,962.99 SQFT) ENGINEER KENT,WA 98032 ❑ Reinforcing Steel&Prestressing Steel Tend0n8 t: 425.251.6222 4.LOT COVERAGE ALLOWED: 85% ural Welding fi 425.251.8782 5.LANDSCAPING REQUIRED: 30% C3 " 7.PARKING REQUIRED: ❑ High-Strenght Bolting THE NUMBER OF PARKING SPACES REQUIRED BY THE CITY'S MUNICIPAL CODE 18.765.2 FOR THE ❑ Structural Masonry ADDITION OF THE FUELING FACILITY IS AS FOLLOWS: ❑ Reinforced Gypsum ConcreteCODE ANALYSIS WAREHOUSE: 3.7 SPACES PER 1,000 SQUARE FEET OF RETAIL SPACE THAT TOTALS 544 PARKING SPACES REQUIRED. O ❑ Insulating Concrete Fill FUELING FACILITY: THREE(3)PARKING SPACES. 0 40' 80' 160' ❑ Spray Applied Fre-Resistive Materials GOVERNING BUILDING CODE: STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE(OSSC) r STATE OF OREGON 2014 PLUMBING SPECIALTY CODE(OPSC) 8.PARKING PROVIDED: C� GARY H. LA N,ARCHITECT OVERALL SITE PLAN 1" _ $0'-0" ❑ Pilings.Drilled Piers and Caissons STATE OF OREGON 2014 MECHANICAL SPECIALTY CODE(OSMC) EXISTING PARKING: 10'WIDE COMPACT STALLS 32 STALLS STATE OF OREGON 2014 ELECTRICAL SPECIALTY CODE(OESC) 10'WIDE STALLS 4fi7 STALLS to ❑ Shotcrete SCALE: 1" - 80' STATE OF OREGON 2014 FIRE GORE(OFC) 00 ❑ Special Grading,Excavation and Filing OCCUPANCY GROUP: M (MERCANTILE) 9'WIDE STALLS 222 STALLS ,�]a HANDICAP STALLS 21 STALLS �"``r 9 ❑ SmokeLO -Control Systems CONSTRUCTION TYPE: IIB TOTAL PARKING 742 STALLS v BUILDING CANOPY AREA: 7,446 SQ FT G Y 1696 SON O ❑ Other Inspections NO.OF STALLS PER 1000 S.F. BUILDING HEIGHT: iT-6"TO TOP OF CANOPY OF BUILDING AREA: 5.08 STALLS O PROPOSED PARKING: e « U 10'WIDE COMPACT STALLS 32 STALLS PORT ND, OR MI - - - - 10'WIDE STALLS 391 STALLS FOR ADDITIONAL ABBREVIATIONS: 9'WIDE STALLS 214 STALLS op 11 © Q SEE OTHER DESIGN DISCIPLINES ARCRITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS LEGAL DESCRIPTION HANDICAP STALLS 21 STALLS (�,� C3� TOTAL PARKING 658 STALLS r NET PARKING LOSS -84 STALLS 0 MulvannyG2 Architecture: All rights reserved.No part of this document may be r0 reproduced in any form or by any means without o ADJ ADJUSTABLE,ADJACENT EXH EXHAUST MH MANHOLE RO ROUGH OPENING SYMBOLS MATERIALS A TRACT OF LAND LOCATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 36,TOWNSHIP 1 SOUTH, NO.OF STALLS PER 1000 S.F. permission in writing from MutvannyG2 Architecture. AFF ABOVE FINISHED FLOOR(SLAB) EXIST EXISTING MIN MINIMUM SCHED SCHEDULE RANGE 1 WEST,WILLAMETTE MERIDIAN,CITY OF TIGARD,WASHINGTON COUNTY,OREGON,BEING OF BUILDING AREA: 4.51 STALLS OD ALUM ALUMINUM EXP EXPANSION MISC MISCELLANEOUS SHT SHEET MORE PARTICULARLY DESCRIBED AS FOLLOWS: DATE DESCRIPTION rn ANOD ANODIZED EXT EXTERIOR MO MASONRY OPENING SIM SIMILAR NORTH ARROW EQUIPMENT MARK 0 CONCRETE , APPROX APPROXIMATE FD FLOOR DRAIN MR MOISTURE RESISTANT SIO SUPPLIED&INSTALLED BY OWNER PROJECT NORTH INDICATOR EQUIPMENT NUMBER- 2.18.15 PERMIT SUBMITTAL O BD BOARD FDN FOUNDATION MULL MULLION SIV SUPPLIED&INSTALLED BY VENDOR TRUE NORTH INDICATOR 011 REFER TO SCHEDULE 1 ! EARTH BEGINNING AT THE NORTHEAST CORNER OF LOT 10F THE PLAT OF"PALMER ACRES",WASHINGTON BFF BELOW FINISHED FLOOR FF FINISHED FLOOR MTD MOUNTED SOIC SUPPLIED BY OWNER&INSTALLED BY CONTRACTOR COUNTY RECORDS,SAID POINT BEARS SOUTH 81°34'12'EAST, 1463.20 FEET AND NORTH 00°12'37"EAST, REVISION CLOUD AND DELTA GRAVEL SCOPE O WORK BLDG BUILDING FHS FLAT HEAD SCREW MTG MOUNTING SPEC'D SPECIFIED 2016.10 FEET FROM THE NORTHWEST CORNER OF THE WILLIAM GRAHAM D.L.C.N0.39;THENCE ALONG 9 BLK BLOCK FL FLOOR NIC NOT IN CONTRACT SQ SQUARE THE NORTHERLY LINE OF SAID LOT 1 NORTH 83°37'11"WEST,277.69 FEET TO THE SOUTHEASTERLY ® CMU OR BRICK RIGHT-OF-WAY LINE OF S.W.PACIFIC HIGHWAY;THENCE ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY Q BLK'G BLOCKING FIN FINISH NOM NOMINAL SS SANITARY SEWER DETAIL ' �- BM BEAM FTG FOOTING NTS NOT TO SCALE STD STANDARD ° BOT BOTTOM GA GAUGE OA OVERALL STL STEEL DETAIL IDENTIFICATION ® STEEL LINE SOUTH 54 1904 WEST,504.30 FEET TO THE WESTERLY LINE OF THAT TRACT OF LAND DESCRIBED THE FUELING FACILITY INCLUDES 9 ISLANDS WITH ONE DOUBLE SIDED FUEL DISPENSER = BTWN BETWEEN GALV GALVANIZED OC ON CENTER STRUCT STRUCTURE, STRUCTURAL CUT LINE-DEFINES THE IN DEED DOCUMENT NUMBER 94027995,WASHINGTON COUNTY DEED RECORDS;THENCE ALONG SAID ui CB CATCH BASIN GC GENERAL CONTRACTOR OH OVERHEAD SYS SYSTEM 3 DETAILED ELEMENT WORK, CONTROL OR DATUM POINT WESTERLY LINE sourH o1°3s'41"WEST,849.91 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF EACH,ALLOWING FOR 1$AUTOMOBILE FUELING POSITIONS. THE FACILITY WOULD BE Cl CAST IRON HC HANDICAPPED OPER OPERATION T&E TANK&ELECTRICAL 701 50'-0"AFF BEAVERTON-TIGARD HIGHWAY 217;THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE SOUTH COVERED BY A 17'-6" HIGH CANOPY WITH COLOR AND SIGNAGE TO COORDINATE WITH THE CIP CAST IN PLACE HM HOLLOW METAL OP'G OPENING TOJ TOP OF JOIST SHEET WHERE DRAWN 33°29'17"EAST,102.44 FEET;THENCE SOUTH 23°50'24"EAST,507.17 FEET;THENCE SOUTH 33°29'17" MAIN WAREHOUSE. Q CL CENTER LINE HORIZ HORIZONTAL OPP OPPOSITE TOM TOP OF MASONRY EAST,383.52 FEET TO THE SOUTH LINE OF THE GEORGE RICHARDSON D.L.G.NO.38;THENCE ALONG co CLR CLEAR HT HEIGHT PTN PARTITION TOS TOP OF STEEL SECTION SLOPE DIRECTION WITH DATUM MARK SAID SOUTH LINE SOUTH 81-34'12'EAST 232.23 FEET TO THE SOUTHEAST CORNER OF CLG CEILING HTR HEATER PERP PERPENDICULAR TEL TELEPHONE THE COMPUTERIZED CONTROLLER WHICH RUNS THE PAYMENT PUMPING AND DETAIL IDENTIFICATION SLOPE DOWN 1/8� AFOREMENTIONED PLAT OF"PALMER ACRES";THENCE ALONG THE EASTERLY LINE OF SAID PLAT MONITORING SYSTEMS, IS HOUSED BY A SIX FOOT BY SEVENTEEN FOOT OWNER SUPPLIED � CMU CONCRETE MASONRY UNIT IBC INTERNATIONAL BLDG CODE PL PLATE, PROPERTY LINE TG TEMPERED GLASS AS-BUILT ISSUE o COL COLUMN INSUL INSULATION PLBG PLUMBING TS TUBE STEEL CUT LINE-DEFINES THE PER FOOT NORTH 00°12'37"EAST,1045.90 FEET TO THE SOUTHERLY LINE OF THAT TRACT OF LAND DESCRIBED AS C14 coNc CONCRETE INT INTERIOR PNL PANEL, PANELING TYP TYPICAL 20 DETAILED ELEMENT PARCEL XX N DEED DOCUMENT NUMBER 9427998,WASHINGTON COUNTY DEED RECORDS;THENCE STEEL UNIT PAINTED TO COORDINATE WITH THE MAIN WAREHOUSE. FUEL AND FUEL N CONT CONTINUOUS JT/JTS JOINT,JOINTS PR PAIR UTIL UTILITY 7O I PROPERTY LINE ALONG SAID SOUTHERLY LINE NORTH 40°01'23"EAST,43.78 FEET;THENCE NORTH 51°11'58"EAST,33.47 ADDITIVE WILL BE STORED IN FIVE DOUBLE WALLED, FIBERGLASS UNDERGROUND 95.1840.16 CONSTR CONSTRUCTION L LONG, LENGTH PROJ PROJECT UBC UNIFORM BUILDING CODE SHEET WHERE DRAWN FEET;HENCE NORTH 05°23'44"EAST,34.15 FEET;THENCE SOUTH 87°55'36"EAST,17.36 FEET;THENCE STORAGE TANKS. PM: ADRIAN HO CONTR CONTRACTOR LAM LAMINATE, LAMINATED PRV PRESSURE REDUCING VALVE UNO UNLESS NOTED OTHERWISE ° j ° " C CORP CORPORATION LCD LIQUID CRYSTAL DISPLAY PT POINT UNSCHD UNSCHEDULED NORTH 19 2047"EAST,7.92 FEET;THENCE NORTH 62 2636 EAST,37.90 FEET TO THE WESTERLY DRAWN: YAH W EXTERIOR ELEVATION FENCE RIGHT-OF-WAY LINE OF S.W.DARTMOUTH STREET;THENCE ALONG SAID WESTERLY RIGHT-OF-WAY � DBL DOUBLE LF LINEAR FOOT,LINEAL FOOT QTR QUARTER VERT VERTICAL THE CONTROL/MONITORING SYSTEM TO BE INSTALLED INCLUDES AN ALARM TIED INTO AN a DETAIL IDENTIFICATION -x-x x x x x x-x- LINE,ALONG THE ARC OF A 547.00 FOOT RADIUS CURVE CONCAVE EASTERLY,THROUGH A CENTRAL OWNER CONTRACTED 24 HOUR MONITORING SERVICE COMPANY.THE CONTINUOUS LEAK p DIA DIAMETER LIQ LIQUID R RADIUS VIF VERIFY IN FIELD DIM DIMENSION LTWT LIGHT WEIGHT RCP REFLECTED CEILING PLAN W WIDTH 1 ANGLE OF 55°43'32"(THE LONG CHORD BEARS NORTH 08°03'43"WEST,511.29 FEET),AN ARC DISTANCE TITLE SHEET O DTL DETAIL MAS MASONRY RD ROOF DRAW wi WITH DETECTION SYSTEM WILL AUTOMATICALLY CHECK FOR FLUID LEAKS AND AUTOMATICALLY = 301 BREAKLINE OF 532.01 FEET TO A POINT OF REVERSE CURVATURE;THENCE ALONG THE ARC OF A 453.00 FOOT z DS DOWNSPOUT MAX MAXIMUM RF ROLLED FORMED W/o WITHOUT SHEET WHERE DRAWN RADIUS CURVE CONCAVE WESTERLY,THROUGH A CENTRAL ANGLE OF 47°00'50"(THE LONG CHORD WILL STOP THE FLOW OF FUEL IN THE EVENT OF AN ALARM CONDITION, < DWG DRAWING MBS METAL BUILDING SUPPLIER RL RAIN LEADER WDW WINDOW BEARS NORTH 03042'22"WEST,361.37 FEET),AN ARC DISTANCE OF 371.71 FEET TO A POINT OF Q EA EACH MECH MECHANICAL RECD RECEIVED WP WATERPROOF INTERIOR ELEVATION TANGENCY;THENCE NORTH 27°12'47"WEST,7.79 FEET TO THE NORTHERLY LINE OF A 16.50 FOOT WIDE SITE WORK TO MODIFY TRUCK ROUTE INCLUDES MODIFICATION OF PARKING LOT CURBS ELEV ELEVATION MTL METAL REFRIG REFRIGERATION WR WATER RESISTANT DETAIL IDENTIFICATION COLUMN GRIDS ROADWAY THENCE ALONG SAID NORTHERLY LINE NORTH 83°3T11"WEST 8.19 FEET THENCE LEAVING E ELECTRICAL MFG MANUFACTURING REINF , REINFORCING WT WEIGHT AND ENTRY DRIVE w ENCL ENCLOSURE MFR MANUFACTURER REQ'D REQUIRED WWF WELDED WIRE FABRIC 503 6 SAID NORTHERLY LINE SOUTH 00013'48"WEST, 16.60 FEET TO THE POINT OF BEGINNING. F- EQ EQUAL SHEET WHERE DRAWN B TSG- 1 F- O ii CONTAINS 27.292 ACRES,MORE OR LESS. PROJECT TEAM: m 217 OWNER SURVEYOR co999 COSTCOLAKE DRIVE WHOLESALE EXISTING TAKEN FROM TOPOTOPOGGRAPHIRAPHICC INFOSURMATIONRVEY PREPARED ON THESE BYPLANS WAS Q 5 ISSAQUAH, WA 98027 FRONTIER LAND SURVEYING 2207B PORTLAND ROAD c COVER SHEET �2 z CML ENGINEER NEWBERG. OREGON 97132 BARGHAUSEN CONSULTING ENGINEERS, INC. PHONE: (503) 538-4600 cn 7 �Mou7 COSTCO WHOLESALE GAS STATION ADDITION 18215 KENT, WA FAX: (503) 538-4633 cm 11 S 2ND AVE. S.98032 PHONE: (425) 251-6222 NOTE: BCE DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS FAX: (425) 251-8782 CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY 99 PROJECT 7855 S .W. DARTMOUTH, TIGARD OR. 97223 CONTACT: CHRIS M. TEBALDI, P.E. TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS U. 110�1_ SITE �O. 1�I1ARCHITECT FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL 6-) BE BROUGHT TO THE ATTENTION OF BCE PRIOR TO WORK. LOCATION cc 0 Ill MULVANNYG2 ARCHITECTURE p 1110 112TH AVENUE NE, SUITE 500 LANDSCAPE DESIGNER �:: �! a: u- BELLEVUE, WA 98004 uj HONE: (425) 463-2000 BARGHAUSEN CONSULTING ENGINEERS, INC. CL 0 cl) < 0 TIGARD P 18215 72ND AVE. S. FAX: (425) 463-2002 KENT, WA 98032 Lo 0 PHONE: (425) 251-6222 CL CL Lo - ------ FAX: (425) 251-8782 co SW PFA LE STRF GEOTECHNICAL ENGINEER CONTACT: ART SEIDEL 10) KLEINFELDER 0 VICINITY MAP - ------ 9200 SW NIMBUS AVENUE, SUITE A U PORTLAND, OR 97008 PHONE: (503) 644-9447 w UNDER SEPARATE PE FAX: (503) 643-1905 0 LEGAL DESCRIPTION: A TRACT OF LAND LOCATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 GENERAL SITE DEVELOPMENT NOTES: WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THE PLAT OF "PALMER ACRES', WASHINGTON COUNTY ■ % THE RELATED CONSTRUCTION OPERATIONS. RECORDS. SAID POINT BEARS SOUTH 81'34'12" EAST, 1463.20 FEET AND NORTH 00'12'37" EAST. 2016.10 FEET FROM THE NORTHWEST CORNER OF THE WILLIAM GRAHAM D.L.C. NO. 39; THENCE ALONG THE NORTHERLY 01AWAW 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN so LINE OF SAID LOT 1 NORTH 83"37*11* WEST, 277.69 FEET TO THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF nwmm nc OBTAINED PRIOR TO COMMENCING WORK. S.W. PACIFIC HIGHWAY. THENCE ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE SOUTH 54*19'04" WEST. n 504.30 FEET TO THE WESTERLY LINE OF THAT TRACT OF LAND DESCRIBED IN DEED DOCUMENT NUMBER 4 rAig ♦ 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 94027995, WASHINGTON COUNTY DEED RECORDS; THENCE ALONG SAID WESTERLY LINE SOUTH 01,39,41, WEST, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO 849.91 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF BEAVERTON-TIGARD HIGHWAY 217; THENCE ALONG ocumm CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 33'29 17" EAST, 102.44 FEET; THENCE SOUTH 23'50 24 EAST, 111=100, OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE, ONLY THOSE T29'17' EAST, 383.52 FEET TO THE SOUTH LINE OF THE GEORGE RICHARDSON 507.17 FEET; THENCE SOUTH 3. UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND D.L.C. NO. 38; THENCE ALONG SAID SOUTH LINE SOUTH 81*34*12' EAST, 232.23 FEET TO THE SOUTHEAST o. i.il A-aw SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE < W 0 ". tw 0 50' 100' 200' SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE CORNER OF AFOREMENTIONED PLAT OF "PALMER ACRES"; THENCE ALONG THE EASTERLY LINE OF SAID PLAT r. k'Elffil k\0E\\\\E\x\\q APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN lij > co NORTH OU12'37" EAST, 1045.90 FEET TO THE SOUTHERLY LINE OF THAT TRACT OF LAND DESCRIBED AS MASI 91 L\\\\\\\q Ill 0 PARCEL XX IN DEED DOCUMENT NUMBER 9427998, WASHINGTON COUNTY DEED RECORDS; THENCE ALONG SAID VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE cc SOUTHERLY LINE NORTH 40*01'23" EAST, 43.78 FEET; THENCE NORTH 51*11'58" EAST, 33.47 FEET; THENCE • BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING cl ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC 0 NORTH 05*23'44" EAST, 34.15 FEET; THENCE SOUTH 87*55'36' EAST, 17.36 FEET; THENCE NORTH 19'20*47" RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE w EAST, 7.92 FEET; THENCE NORTH 62*2636" EAST, 37.90 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF S.W. PROJECT DATA: CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, DARTMOUTH STREET; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE, ALONG THE ARC OF A 547.00 FOOT T INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH T RADIUS CURVE CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 55-43-32- (THE LONG CHORD BEARS LOT 1800 CONSTRUCTION. • PROJECT ADDRESS: 7855 SW DARTMOUTH, So "ITZ"C"I J TIGARD OREGON. 97223 D NORTH 08*03'43" WEST, 511.29 FEET), AN ARC DISTANCE OF 532.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG THE ARC OF A 453.00 FOOT RADIUS CURVE CONCAVE WESTERLY, THROUGH A 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE CENTRAL ANGLE OF 47*00-50- (THE LONG CHORD BEARS NORTH OT42'22" WEST, 361.37 FEET), AN ARC • JURISDICTION: CITY OF TIGARD DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK 0 DISTANCE OF 371.71 FEET TO A POINT OF TANGENCY; THENCE NORTH 2T 12'47" WEST, 7.79 FEET TO THESCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE NORTHERLY LINE OF A 16.50 FOOT WIDE ROADWAY; THENCE ALONG SAID NORTHERLY LINE NORTH 83'37'11" CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE WEST, 8.19 FEET: THENCE LEAVING SAID NORTHERLY LINE SOUTH 00*13'48" WEST, 16.60 FEET TO THE POINT SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S OF BEGINNING. RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTAINS 27.292 ACRES, MORE OR LESS. ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO L CML SHEET INDEX: COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 0 BENCHMARK: Cl COVER SHEET • 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE C2 DEMOLITION AND TESC PLAN APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. D P BENCHMARK: 225 G Ne DATUM: CITY OF TIGARD C3 CIVIL SITE IMPROVEMENT AND HORIZONTAL CONTROL PLAN 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A le, DESCRIPTION: 2 3/4- BRASS DISC IN THE CONCRETE CURB CA GRADING AND DRAINAGE PLAN - FUEL FACILITY REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. INSPECTION ELEVATION: 213.89' j t Ll F W 0 OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF C5 GRADING AND SITE PLAN - PARKING LOT IMPROVEMENTS THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY q;r GONt4 0 THE INSPECTOR OF THE AUTHORITY HAVING JURISDICTION 24 HOURS IN C6 GRADING AND DRAINAGE PLAN - WATER QUALITY IMPROVEMENTS ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE *'). 17, AUTHORITY HAVING JURISDICTION. C7 SEWER AND WATER PLAN '94 P. G C8 CONSTRUCTION NOTES AND DETAILS 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOSHALL THE AND/OR UTILITY 41 C9 CONSTRUCTION NOTES AND DETAILS PERSONNELR CONTACT AND ARRANGE ANY REQUIREDAGENCY PRE-CONSTRUCTION INSPECTION EXPIRE t j t -4 t-t 4 t •• MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF a) PRE-CONSTRUCTION MEETINGS. Ir .0 0 0 u B. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS. 0 .4- PROPERTY LINE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND -0. TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR SOILS REPORT NOTES: j. DETERMINING THE "MEANS AND METHODS* REQUIRED TO MEET THE LOT 2200y,t 1 INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER 3: 0 q x ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE PROCEDURES. v 0 CONSTRUCTION DOCUMENTS: c c X z ? j: 0 z &W03r 0 0 CL - Li *.$=*r4n LOT 2000 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE 0 W1.2ir DRAFT GEOTECHNICAL REPORT C3 7) SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS. AND PROPOSED COSTCO GASOLINE FACILITY ADDITION 8�r�n min map .0.0 . ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND CA COSTCO WHOLESALE WAREHOUSE NO. 111 FINISH FLOOR- 188.11 -% -0. - LLJ SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION 7855 SW DARTMOUTH AVENUE WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY . DATED FEBRUARY 14. 2011 z i> WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT r 11 0 z Lu SOIL INVESTIGATION AS PERFORMED BY: NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR V) (n EACH LANE OF TRAFFIC AFFECTED. X D KLEINFELDER, INC. < z Uzi z 9200 SW NIMBUS AVE. SUITE A 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO LLJ u_ :5 PORTLAND, OREGON 97008 PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES 0 po CN 04 (5 PHONE: (503) 644-9447 DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0 CN co z PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN 00 C-4 P- > Lo 0) (o 00 z 4: OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT z Li 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONSCN w `r'OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL SHOWN ON THE PLANS. Z . Lo to PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING z z C14 Lj 11. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE CONSTRUCTION. Lo Lo AUTHORITY HAVING JURISDICTION DURING REGULAR BUSINESS HOURS. CIS! z C*4 04 2 00 LAJ 2) 3. MY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN 114- (D ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE 12. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB E BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. • SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO 0Af APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK 4 BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS DOCUMENTING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS CALL BEFORE DIGGING CN FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN THE SOILS REPORT. AT A MINIMUM, LOT 200 THIS INCLUDES THE OBERVATION OF THE FOLLOWING BY A SOILS ENGINEER: 1-800-332-2344 A. OVER-EXCAVATION RECOMMENDATIONS LMM CONR=NOM. CAMM # GO B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH PAVEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE. C. SUBGRADE PREPARATION OF CANOPY FOOTINGS POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS cl`I n PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 APPROXIMATE, BASED ON FIELD SURVEYS AND "AS-BUILT" RECORDS. THE toI'll 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID 1-800-332-2344 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS n cn GENERAL CONTRACTOR SHALL "POTHOLE* THE EXISTING UTILITIES TO VERIFY THE 4' C) PROPOSAL. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. E N C) DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. My 3 - C) (.0 LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE z 0 DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF C) UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS 'Do SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). DEMOLITION AND TEMPORARYEROSION CONTROL PLAN LEGEND EXISTING ASPHALT EXISTING PAVEMENT COSTCO WHOLESALE FUEL FACILITY ADDITION TO BE DEMOLISHED LIMITS OF PLANNED U.S.T. AREA 1 =401 3' ' EXISTING CONCRETE 0 20 40 80 7855 SW DARTMOUTH■ TIGARD OREGON 97223 L\\\\\q I --- --------------------- EXISTING CURB STORM DRAIN INLET PROTECTION c .9 Z COSTCO FACILITY #111 *40 .. I . ---------------- EXISTING CURB LIP 0 co ___KSE \1 " *��- \ 6 SANITARY SEWER E NEW17 PAPER BOOK 770, PAGE 759 I f 11 - CH=N60*51'22-Er3 ! 0 9.11 PROPERTY LINE N 257.1fl'r/ 2%8.79 EXISTING CANOPY DRIPLINE 0 cm 07 7.30 - - - - - - - - - SAW CUT LINE W 0 e3$ 67 EXISTING EDGE OF PAVEMENT UJI a.99 .90 PERIMETER PROTECTION CC a: SD EXISTING STORM DRAIN 2 Li �71 T LIMITS OF DISTURBANCE 4, 10 - W *C� -EA CT .......... EXISTING UNDERGROUND W_ D 21 - - WATER LINE ------ Cc ?f M X LLJ 46 CONSTRUCTION FENCE �:: a: u- 34 a. co Zz 7 203 T EXISTING UNDERGROUND EX. LIGHT TELEPHONE LINE W) e." 197 w) F. SS EXISTING UNDERGROUND i� t�,- co ... ... P(UG) FE CE TOFF r POWER EX. Cu EXISTING STORM DRAIN CATCH z 0 ,' '' r�'/r'�''::;::::::,%%,/ ~-� T -_ •�`�, _% _- 194 _ _ � � _ _ .':;:. BASIN �4 LLJ Till M. 0 EXISTING STORM CLEANOUT EROSION CONTROL NOTES: to 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE 79j x 41 193 EXISTING SPOT ELEVATION ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND W0M SEDIMENT CONTROL BMPS WHEN RAIN IS IMMINENT. 0 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL. 194 11 DEMOLMON CALLOUTS 194 r_-A,-r.0jFR TO REM 4- 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL TEC FR 1, 193- Wv I EXISTING ASPHALT PAVEMENT/CONCRETE TO BE DEMOLISHED AND DISPOSED OF MEASURES AS MAY BE REQUIRED BY THE AUTHORITY HAVING SO TO F r OFFSITE. JURISDICTION DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 1.93bTECT FIR J. --- --- DEMOLISH EXISTING LANDSCAPE AND IRRIGATION AS NECESSARY FOR PROPOSED 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER 0193 CONSTRUCTION. SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. ,C====-_ PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE 5 :. IS,, I 193 L=371.71' W SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH. CLEAN EDGE FOR MATCHING INTO INSTALLED AND MAINTAINED. PERIMETER R=453.00' (D EXISTING PAVEMENT. cv X DN=== A-47*00*50" PROTECTI 0 -Ald PER M R CH=NO3*42*19"W OEXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. CO 00 CONSTRUIC"nON SEOUENCE: 02 rE ON 361.37' ir APPROXIMATE LIMITS OF PLANNED U.S.T. AREA. PROVIDE TEMPORARY TANK HOLE 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE j LLm SHORING AS NECESSARY PER SOILS ENGINEER RECOMMENDATIONS AND PER OSHA AUTHORITY HAVING JURISDICTION, IF REQUIRED. a < 02STANDARDS. 191 W ac 2. FLAG OR FENCE CLEARING LIMITS/LIMITS OF DISTURBANCE AS IF t 191 E',I I ILI I p EXISTING CATCH BASIN TO REMAIN. INDICATED ON THE APPROVED PLANS. $A CUT 2 19,------- -- II EXISTING CATCH BASIN TO BE REMOVED AND REPLACED WITH STORMFILTER NEW CATCH 3. INSTALL CATCH BASIN PROTECTION AS INDICATED ON THE APPROVED j EXI REMAIN All BASIN. SEE SHEET C6 FOR DETAILS PLANS. 190 ------ ISO ORELOCATE EXISTING WATERLINE. SEE SHEET C9 FOR DETAILS. 4. INSTALL SILT FENCE/PERIMETER PROTECTION AS INDICATED ON THE 0 190 APPROVED PLANS. ,90 ------- ----- MAI A EXISTING PAVING N" 2 QRELOCATE EXISTING LIGHT, SEE SHEET C3 FOR DETAILS. 5. REMOVE EXISTING ASPHALT AND/OR CONCRETE PAVEMENT AND rr 190 4- CURB AS INDICATED ON THE DEMOLITION PLAN. 0 • • 191 EX. 18"9 CL Ift, 90 LANDSCAPE 6. INSTALL STORM DRAINAGE IMPROVEMENTS AS INDICATED ON THE 189 DEMOLITION NOTES: APPROVED PLANS. ,84 --'- `~ i '� !'11`r'/ll/J'~ , _ �- - .•• 1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE DEMOLITION LIMITS SHALL U_ tag AlBE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 7. INSTALL UNDERGROUND STORAGE TANKS, FUELING CANOPY AND ASSOCIATED IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. OL _00 .4 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON 00� P REQUESTING DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. QED UFF 8. INSTALL SITE PAVING AND CONCRETE CURBING. W / 1 lro>, G W W 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS 9. INSTALL SITE LANDSCAPING AND IRRIGATION AS INDICATED ON THE W HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. APPROVED PLANS. 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/OR LANDSCAPING 10. EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE CON DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. p p WITH THE APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS THROUGH THE DURATION OF THE SITE19 t 5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVEMENTS, FIELD DEVELOPMENT. 17. p VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND p CVj�x N IMPROVEMENTS TO REMAIN. X�1� 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST SS TO REMAIN I I �Rlss BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF EXPIRES: SS ]SS 7 APPROVED BY THE AUTHORITY HAVING JURISDICTION. fit EROSION/SEDIMENT CONTROL CALLOUTS: T (DCONTRACTOR TO INSTALL SANDBAG BARRIERS, STRAW BALE BARRIERS, SILT HAULING/SILTATION CONTROL NOTES: -0 f FENCE OR OTHER APPROVED PERIMETER PROTECTION AT ALL PERIMETER 0 0 %. Z X I LOCATIONS OF PROTECT SITE AS REQUIRED TO PREVENT SILT-LADEN RUNOFF 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY r---T-1 -9, WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED 0 FROM LEAVING SITE, AND AS DIRECTED BY INSPECTOR OF AUTHORITY HAVING METHODS ON A DAILY BASIS. JURISDICTION. SEE DETAILS ON SHEET C9. _01 Ln f'. 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL I . . . MEASURES ON EXISTING CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE X 7 AT DOWNSTREAM RECEIVING STORM INLET - CONTRACTOR TO INSTALL STORMrn FINISH FLOOR CD DRAIN INLET PROTECTION AT ALL AREA INLET LOCATIONS AS REQUIRED TO POTENTIAL TO RECEIVE SURFACE RUNOFF FROM THE WORK AREA OR ANY ,x - -------------- ------ (A ELEVATION=188.11 LOCATIONS THAT MAY BE DESIGNATED BY THE AUTHORITY HAVING JURISDICTION PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS z DURING THE COURSE OF THE WORK. c 8W z .? 9: 0 %. a W DIRECTED BY INSPECTOR OF AUTHORITY HAVING JURISDICTION. SEE DETAILS ON 0 C, < SHEET C9. 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL in _U .44 0 7 DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. -. CD T I I -ff-TF__77TI - ------- 7 - TEMPORARY CONSTRUCTION FENCING CONTRACTOR TO INSTALL 6-FOOT HIGH 00 it'll 4. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR Z > cy) CHAIN LINK FENCING ALONG PERIMETER OF CONSTRUCTION SITE AS INDICATED TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF z a LO ON APPROVED PLANS, AND AS DIRECTED BY COSTCO WAREHOUSE MANAGER, Z W C14 OWNER'S CPM AND AUTHORITY HAVING JURISDICTION. CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. V) C5 IMMEDIATELY OF ANY DISCREPANCIES. a. _j a) 75 x 5. CONTRACTOR TO REVIEW AS-BUILT DRAWINGS IN PROJECT AREA AND REMOVE D V) Z Uj PAVEMENT L<1 MD/OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACT Uj CN z m iXISTING PAVING TO kMAIN EX. z In L=532.01DUST CONTROL NOTES: THE PROJECT. 11) C14 C14 0 a- 0 C14 00 m R=547.00' z 00 0 0 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. m 00 c%j r- 5; LO -55*43'32" z 0) (0 00 A� X z `40"E CN < Uj LO 2. WATER OR COVER STOCKPILES OF DEBRIS, SOIL, SAND OR OTHER MATERIALS THAT CAN Uj A Zz 511.29' TANK EXCAVAMON NOTE: r k.;; z 0, Wl BE BLOWN BY THE WIND. 11 It 4 1 1 C14 04 Z 5z C14 1. TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE LO . - Uj V- r- LO LO EX. 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE SOILS 04 Z C-4 CN Ac nco _j m�'Ift- m _5 7i, ss- t C14 1p ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. REPORT. TANK EXCAVATIONS THAT REQUIRE SHORING SHALL BE 00 W ZE 5 ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE 0 U1 SAWCUT 3 EX. 2 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. E 1 LANDS • 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING FINISH FLOOR= 188.11 GATE AREAS AND STAGING AREAS AT CONSTRUCTION SITES. 3 4 1 , SAWCUT It 1 116111*1 5. SWEEP STREETS DAILY (PREFERABLY WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL Oil 66 IS CARRIED ONTO ADJACENT PUBLIC STREETS. DEWATERING NOTE: 01 cn I 1 1. BASED UPON THE GEOTECHNICAL REPORT, DEWATERING OF THE z X. CB TANK EXCAVATION MAY BE REQUIRED. THE GENERAL CONTRACTOR STAGING AREA NOTE: ' i i + - - - - "j'/! , �N /' "' ' Z qo- SHALL CONTACT THE AUTHORITY HAVING JURISDICTION OVER THIS W 7 wow 4_rte' 2 NLET 1. CONTRACTOR TO COORDINATE WITH ARCHITECT, COSTCO PROJECT AND OBTAIN REQUIREMENTS FOR TREATMENT AND/OR 0 co Tl;�TION DISCHARGE OF THE REMOVED GROUNDWATER. CONSTRUCTION PROJECT MANAGER AND WAREHOUSE MANAGER TO c" tn DETERMINE APPROPRIATE STAGING AREA. STAGING AREA TO COMPLY WITH COSTCO PROPERTY MANAGEMENT STAGING 4# (D NDSfAq REQUIREMENTS. c # C N cn LffL" CONEMI LU THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH C14 Ln OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE n to a. i +- -L - _ r , r I i r m 1 ''` \ UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. I—, U Ro THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-322-2344 AND THEN POTHOLING 4- Know what's below. C) VO REMVN) ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY E O n Call before you dig. VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE • Co.*) PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. C) .0 11.1 Dial 811 IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN 0 (0 CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Or Call 1-800-322-2344 CONSTRUCTION. Z SITE IMPROVEMENT AND HORIZONTAL CONTROL PLAN LEGEND m&�!m V=207 COSTCO WHOLESALE FUEL FACILITY ADDITION EXISTING ASPHALT ' PROPOSED ASPHALT Q �I '° 20 40 7855 SW DARTMOUTH TIGARD, OREGON 97223 - -- •! �� ;• •�• ; '- j��. � EXISTING CONCRETE _ PROPOSED ASPHALT HEAVY tQ � 111 COSTCO FACILITY # 11 a• '. " PROPOSED CONCRETE g ...I ------------------ EXISTING CURB , ' ' ' " :••.. «, Q LVJJ + \ \ > ar V± 'p \ d EXISTING EASEMENT PROPOSED CONCRETE BARRIER CURB N o'� SANITARY SEWER EASEMENT • PER BOOK 7 7 0, PAGE 759 ❑ EXISTING EDGE OF PAVEMENT \ ------------------ 4*: ----------------- SAWCUT LINE Q W q, o a: a: ° D NEW C d ' .i. w Q U. • • .-. • 1, � CO 0 d' CLw Y F. 00 16)I + _ 21 ! 20 S/W �j O ACCESS EASEMENT WALL 4 O C� PER DOCUMENT 10sem• `� m N0. 94109528. 1 i ! CURB o -a- ! " l:;:, "__---------- ------------- H YY rte'-r' a BEGIN NEW CURB ( --------------- ', �rd • z l '-� = •d BEGIN NEW CURB /f ' ` /%,. .q " 10 SITE CONSTRUCTION SCHEDULE C�0 CURB - ------------"`__- __--___~= __ EX4FENCE TO REMAIN II- ' ST _ _________ __ ESO '� , ' 1: . • 1 PROPOSED PUMP ISLAND CANOPY WITH 9 MULTI—PRODUCT DISPENSERS. 20 731 WALL lilt• "a PROPOSED REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. h "- �s d, 4. - y=�== -___-_-_�__ -- SEE ARCHITECTURAL PLANS FOR DETAILS. Q♦^ ` ' • '' = ;• d ':. ».: = ;, '; • Q PROPOSED REINFORCED CONCRETE DRIVE SLAB ABOVE UNDERGROUND VJ / co ` 30.51 �w ��.� � - - d•' -• '• . : '. .••,• ••,.� .°\� °„ ni••� • . . ---'-� • . a GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. � 25 . 'd. •:;-'�'° - . ' 4 : ". �� , 4 PROPOSED (3) 30.000 GALLON UNDERGROUND GASOLINE STORAGE TANKS. SEE O Q TANK PLANS FOR DETAILS LIGHT ° ` • .tlr.a Ir a. •.1�•� r... '• V 1\ t��t \1 • w w :� - •. $ -.» .. �.,_; a `` t 25 � r: 13 .. ..� • : � •- ' - s>5 5 PROPOSED VENT STACK W/ARID PERMEATOR AND CONC. PAD. SEE TANK AND Q SAWCUT .._ a 11 „ • LIGHT - ;._ 4: „ F :♦ , . 4 •' „µ� �-� ELECTRICAL PLANS FOR DETAILS. • , . tI PROPOSED FUEURG tl 0 y q° '. •• + '` 6 PROPOSED CONTROLLER ENCLOSURE AND CONCRETE PAD. SEE ARCHITECTURAL �✓ 0 - 4 _ 1 ° d' • ,' y Q �� PLANS FOR DETAILS �' a °' „ • CANOPY P Q • 48.1 " . ." -z - - : IL: •d• ~� � � , �. it Al iti - • y•. -a ;; 101 it PROPOSED EMERGENCY SHUT-OFF SWITCH. SEE TANK AND ELECTRICAL PLANS FOR it lot 1 7 it BEGIN NEW CURB z .., .Q..: immwftwits tl .� a DETAILS. J'Aw M um laaa lot ' n • rl. " lu " PROPOSED CONCRETE GUTTER SWALE. SEE SHEET C8 FOR DETAIL. IN ar y r • 23 = 5 ' ' slot .1 SLAB ,I I"t • d: 1'I ;;�, PROPOSED HEAVY DUTY ASPHALT PAVEMENT, SEE PAVEMENT SECTION ON SHEET C8. (QL _ ii ; - _ a '• :• •,: � .�. - : ''•• - . + .. d ;Y=- ;r? ' 11 Ill ii , ;; ; 11 " °•- tiltit PROPOSED VERTICAL CURB AND GUTTERit 101 . SEE SHEET C8 FOR DETAIL.. N 1Solit nr I!♦,� MIND��r:�q•,It.-Ilr I`�. ir•II.r. .. V 10 SED PROP, 11 till +'. '°I 11 PROPOSED LANDSCAPE ISLAND. SEE LANDSCAPE AND IRRIGATION PLANS. lilt 1N It I lu . - 12 ':0 . �° ' . • � . ` � n III, 11 v. G F If 11 - t •.ummt. a` • •- ..M ' - p a ul, a ,1 I - - ` - •-.- -- _._ .. - - -` ♦, . •' lilt n :-- PROPOSED PAVEMENT MARKINGS. SEE ARCHITECTURAL PLANS FOR DETAILS. PE r MI i i.Itttr Ir e t - _ - °' "y . .• ,. d •. • � ... ~e�•"n�� le�.'I. •. ii d 12 P AI I�r I 1111 II till li 1 - ♦ • ••» ' � - till ' ° 4. S • d '0 4V " It1I �� 13 SAWCUT EXISTING ASPHALT TO PROVIDE A STRAIGHT AND SMOOTH LINE FOR PROPOSED ••1 O . - , . I • • ' •.' .' •. a . 'a � •d ' •, . ' ' '•' ' y • + 5 »•'•''' II iui ii ' ' ASPHALT AND OR CONCRETE INSTALLATION. y y'ti R 19 , it I HEAVY .. O d. 0 d,. : Q• z l"t II • t7 0 ' � - -�( „�, . .. .� F �' 11 IIII 11 •-.. - q. •- L—' d • , + •d - _ 11 Inl '• DIESEL STORAGE TANK SEE TANK PLANS GR�� ." d.a ° . : ;; IPI ;; 14 PROPOSED 20,000 GALLON UNDERGROUND �� P A. • : 5 . I� "n 15 11 » 1 I N - • . � - '' 3.500 - _ 11 � EXPIRES:PROPOSED 3 5a4 GALLON UNDERGROUND SPLIT ADDITIVE TANK SEE TANK PLANS d (� S` d _4r ' PROPOSED ASPHALT PAVEMENT SWALE. SEE SHEET C4 FOR DESIGN INFORMATION. H , , , °" d t,Ey •»: ° .; :d. . J. I I IIII I I 0 23 Q ,26�. • •; y .. f :: y ' •°. . ♦• 4: . : y7 • : ii IIII it •,: .• '•: d II 1111 ;; 17 PROPOSED SURFACE MOUNTED BOLLARD/ GUARD POST. SEE DETAIL ON SHEET C9. t1 • • i • II I 33' �' Oma' p� IIII 1 g PROPOSED WHEEL STOP. SEE ARCHITECTURAL PLANS FOR DETAILS. .° v z II t I LIGHT 1 „ It y ,- y •q' 1111 II • ii / i;I - d. • 27 d , rxa^ s ' `.» s d 11 i;ll ;; d d 22 a II O 1 :••' 1 g PROPOSED TRANSFORMER. SEE ARCHITECTURAL PLANS FOR DETAILS. if 11 •; • .i IIII �� IO • + - » • • ' u � 1x1 II ••. 11 ' PROPOSED 2 it PROPOSED:11 q MAX HIGH RETAINING WALL. SEE SHEET C4 FOR DESIGN INFORMATION. L 2a fl d , - 11 1111 If •' x II , . i .. B 1111 11 - SIDEWALK REVISION. SEE SHEET C4 OR DESIGN INFORMATION d �, H T F I m } 91 a •I .. z c fill ' 22 RELOCATED LIGHT POLE. o c g o i ii • 1 x u uo It •� y d 4; Z lilt II 2g PROPOSED TRAFFIC SIGN. w 11 N II , 11 I 11 1111 „ 0 _1t 1 18 13 14 4 17 5 21 «� d ;; iill : ' F=- z II , SAWCUT TANK TANK TYP ry 111 I,I, III - ~� VENT PERMEATOR `V 8 11 19 LU 22 23 1, 1111 '1 24 COMMUNICATION CONDUIT. z u •' Zn CONTROL LANDSCAPE TRFMR LIGHT SIGN .p 7, 4' '` . 'lilt ; O g '4° 25 PROPOSED LIGHT DUTY ASPHALT PAVEMENT. SEE PAVEMENT SECTION ON SHEET C8. a a ,l Z Q ZW N It ��. W N Z u , 11 If c = x 'tt '" V' ' M N N p a Q N 00 ItsCC to 0 tfJ (� Zin I I W 11 11 n 1 , 1 1 1 - u 44 I I I 11 11 Z v (yJ Lj a• 11 11 L__.___J t /1 to II 1 it It -----J } �b If a z to Ln 5 Z F3 11 I 11 II N �' ° N N Z II I II II T- 11 /�'--,ems,. W II - 7 if 11 10 - /t coo LO NN N N 11 • I 11 tl 11 II �{ EX. PROPERTY Y ..i ' �� %; l,' BOUNDARY It 1 0. 8' /l fill - a? ,/ II i 11 '' s if BEGIP NEW CU13 A II 1 If tl/ fl/ 11 1 II 1 25 1, �� n L Z d t •' I n n 3HT6 , /1 u u N If It q a It 1 11 II �,It $1/r .7 • •' NOTES = c • 1If it1. SEE ARCH. PLANS FOR ON—SITE SIGNAGE & PAVEMENT MARKINGS. a �Jv II I II II // N 11 i t n ;; ri' d i,' • v N ° I It rr=' GRADING - FUEL FACILITY J Q COSTCO WHOLESALE LULL FACILITY ADDITION LEGEND 1'=zo' 7855 SW DARTMOUTH, TIGARD OREGON 97223 w 0 10 20 40 ' EXISTING ASPHALT D � � �� } �� "� ,k PROPOSED ASPHALT LIGHT COSTCO FACILITY #111 rNf 60 v 8' ' • ; EXISTING CONCRETE PROPOSED ASPHALT HEAVY 22a' L SANITARY SEWER EASEMENT 1� -� �- 3, ' N \ 23. ' _ 2k4.5� 64 X2 EXISTING CURB PER BOOK 7 7 a PAGE 759 9. .7 • A ;' PROPOSED CONCRETE Q N -" 3 / / x ,• Q 215X 2 2 I.i3' x .03 /Z \ 4-)k - 0 k5 93 209.{ ♦. /r / , i 2)2. 0 / "' 8. 9.74 EXISTING EASEMENT - .PROPOSED CONCRETE w LL o V 0 _ x 20 .as u.7e o EXISTING EDGE OF PAVEMENT w Q .J SS -- X 2) . ' }(2)2. 2ua 2ko.7 `�" '' r ` zo7b �i 90 2a . ` PROPOSED PAINT STRIPING < U ., W -z�: 5 \-- 7.40 .- ! f f %' \ •..'• ..^' •••.' '' - ' - - - - - - - \ x / a •39. SS _- �- , , _ - - ` ` EXISTING STORM DRAIN '_ cr LL / 1 / `. ..-^ "^ •.... �j � X � �'- # cr LL 207. V J W %/f/ /-- - - -- . ' - - - - _- _- - - - - - - - - -- - --215 -- - - _ 6 •�� I 24$.SL ao7� .-` ./ / - ___ - EXISTING STORM DRAIN n Q / _ _ _ \ 82 f ME - '� PROPOSED CURB r _ - - -- - - - - - - - - - -- ._. - _ .' " '_ - _ - - ,� \ 2)0.62 X 2 9.6 vs ` - (� Y/ .^~ -- - --- - - -= -= - 210_ == - - - - - - - - - Z13 \ // ._ 2p7 - / I W EXISTING UNDERGROUND SAWCUT LINE u� a LO U _;" - - - - - - 7 `� WATER PIPE _ a U .. _206,15 ME -" PROPOSED STORM DRAINAGE PIPE Zr t,, = .. 1- - - - _ _y - - --- _-_ ` _ - ` _ - - -�- - I 211 �0 p6.60 ! No T EXISTING UNDERGROUNDloo, t- '� r --`j �+. _ - _ - _ - - ' 2Q5 - - - - - I ! 2 �,, eQ• 06 �`� .� TELEPHONE LINE PROPOSED CANOPY DRIPLINE V U CJ "_--_ __ - _ - _ _ - - ! rpt 2 -- s` I P EXISTING UNDERGROUND rR U ! TW= 4 ,, r - -' ` C/1 r- POWER UNE PROPOSED PERFORATED PVC W V BW=205.81 5 �` -"" -~- '' `~ TO G STORM DRAIN CATCH EXISTIN T T -- /// BASIN PROPOSED INLET ,j-- `, .� \ ,:'�" '-~=•- =' ;_,_ -_ - _. _ - ~-- '' ----.`' " --1- - - -- --1 = _.• � `�/ �,i \` -__=__ _i -` ` - - .�_ ___ _ `BW=2A4.78 2© \' 4 / x 213.10EXISTING SPOT ELEVATION + PROPOSED CLEANOUT 2' MAX HIGH KEYSTONE WALL \ \\ \ �- - - - _ - 203 "'�-_ FLOW PATH T- 4 WWI�TH PEDESTRIAN FALL PROTECTION \ \ � 1 g� \ ME \\ 4 \ _ 1r-24 PROPOSED SPAT ELEVATION / 202 - � SS � \ IS 0.5456 PROPOSED GRADING SLOPE \ ti 10 l•+t !' \ \ =1$7:�7\ _ Ff ... ,__,,,,1_-- 2 ` t - 20 , M.E.ST 0 MATCH EXISTING TW=197 n ME r \\ '~ - '3 B =195.63 \ BW=195.82 W=19 . - =197,90 TW=1$ .14 \ `- \ _ _ -� _ / 200 _ - _ 1 4t _ t�6.70 33 W 196 uj MATCH EX. ASPHALT GRADES 0 SAWCUT LINE195,96 \fi r 1 4 i •. ' "'-" - .. - rl 1:, �� `�' �4_Y' a \\ 198 • t\ ttr r ► 1 1' RIDGE .UNC v °' • �1. { ,��, 1 4f 7 d 197 195.5± 2 , .. u ii •. 1 r , , _ br i •" • .. •. •. d a + ' , .....+.-• ..-•--^' In V fir, ` J 7 - ♦ • 4' •• -'• a - '• 1 / 1 - tai �Ili� �'A:'rwI6liIII '• • 1 ; ^'^ 1x1 196 1Md { RIDME E Ea_alot : _ t1 ♦ ` co 1 1 4 - ' s f i'I7L.��!"�:i i.i lE r i i i - `�. { '� ,{'.• '..` 195 tit tt V - DRAINAGE � 1 I - _ ® •. \ ♦ a •' ! 15 - ^^.,, tstl DRA t 194.71 q5 d. STORM NAGE KEYNOTES � 1 d t - / • '•' l- • -': ♦a •: 1 I 1 tat PROPOSED STORMFILTER CB#1 19¢ . ;; - •I. :�1,• : . •, • , . . -�``` , '., - �, •_- • ii Wj3 CARTRIDGES I "ift oft ice.=i. i.. i i .:i j. / J t� �I SEE DETAIL SHEET C6 E0 F ONGRETE;WALE •' 1 ! If RIM=192.70 I� l e. a5 RIDGE LINE-' `� • (d _ / / 19J l � 1 IE=190.40 T X. ASPHALT . .�, _.�: d 1; '.• I. ' o V 4i � GRA ES 1�* WGUT UNE d "+. .... .. :.II=.. III .:a:. _ � ♦' Q5 LF 12 ADS N-12 0 1.00% MIN. -`� --. s . . - 1 4• • ... .W r�--:---.. � 7± ti ' . M. . . . 4 ' -� '• n ,� „ REGON1 I ,. p, ;l I Q6" SD ® 1,0056 MIN. 1g E .'794 '�. . d Q.,•. 4 :.. :• ` } .0fg .. (j'. . r� '� 2 • I1 - - 1 1 • ` w • ' • I ,, - . , a a . . ,. 1• ♦ � 1 •. � I � ,.� - � 1n1 ®CEMENT CONCRETE GUTTER SWALE' SEE DETAIL SHEET C8. ' - 193 Il� �, . ' ♦, . . �. j ( 1 .. !, ,1 -- p G - CC I1 • \ .1 l •' t o ' : • �. a '' '' '. t I II Q ;� CONNECT TO EXISTING STORM DRAINAGE SYSTEM l { Q EXPIRES. L, 0 ii ' •..• I ++ 1 x`d •4' v.. • .•� ,�. 1.• • ` • •. .d - z 3 1 ( ' ii ^ 1 0 ui, IE= I1 i h ♦ .•. d•' • ' i I r �►I CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR ; • �. ti • Ff .a94, 0 � I � TO CONSTRUCTION. CONTACT CML ENGINEER IF CONFLICT EXISTS. •\' �" 1 . • a • ' ' j L` 1 I '• '. • •' . % ••, •. ••' .• ` a •. e - 1 } I J .d _ • I/ • A• � 1 A[ ! a �n 1 7111 1` 1 '' to mtt = ' ' ♦♦ l 1 4 d { / / ;i ` 'll O// r, r_s :�i * dLj `,♦♦ .. a d t '/� ` / d 1� go I N '1• IFIL • j 1{ It 192 l Ln i r ME / \ 1 1 ``"� / �// / n ~\ iiii O U 4 it it fill a C, 1, 19 ME ME ME ..-♦ f I b \ tiff 1 I t, tilt � �' •'• � 192 �� '" MATCH EX. ASPHALTjft z ` 191 ;�, ; / GRADES`��aA�ICUT LINE J 1 ME zz n ,4 ii ` , If n \ Wy p ME /I / V ...+/ �.��+ z Ln /I I I l I n "1 A � LA_ Z W t =�.- ! I I ! I Q ;�`� , "",,r., w N Iii M I �-� ' I I I I I , 1� '� to N N 0 ..• 1 II II I1 II f- [` - 1 M rr.^rte r�.^I ,R ''-'- I I I tr 1" 1 Q N w z„ L / � 00 C-4 j ,n "•I tl I dp EX. PROPERTY Z C) (0 00 w w I I l II Q I I W I °� I Il -- ♦` �` � 92.71 1 1 I / ° '. co BOUNDARY I , 1 0 'go1. � 1 I 0-I uj ud t / N -� 00 LLJ I[ MErr NOTES ME \ �' ,N //JJ Jl/l f l / .- / ,t 1. SEE ARCH. PLANS FOR ON-SITE SIGNAGE & PAVEMENT MARKINGS. 191 ` 19 - - If 1 J 1 1/l1 / 4 _ 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. \ ~`` ` ME MEr // J/J/I//J \ / , - 3. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR : , 3y 189 --� ; 190 , �, �\ \ � \„ TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS, STAKING 'Qr z \ 11 1 t MATCH EX.,1 T H 1 1 / /�If � CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. � � - � CN l/uit ;%' `S 11 4. CONTRACTOR SHALL COORDINATE ALL SITE, GRADING, AND UTILITY WORK WITH ` ME to •'' �� ;; �` X = ' ' l l / J /// e i` \, SITE CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PROJECTS. J� •` \ 1/1 l 11 II 1` rr-==�'1, ♦, ^{ J J / / // rfr�\ a C_ It coo 5. SEE C5 FOR DISPENSER ISLAND ELEVATIONS. cn CO it CN 11 / •; ;; ;� "` �I' 1/ l l /l I 1 ' CID ;! cn It / // _ M o 188 •� 159 " ~� �. a 190 /� / J J j�\ _ _ `�- o 1 J ILZ GRADING AND S - OIMPROVEMENTS LEGEND COSTCO WHOLESALE FUEL FACILITY ADDITION wo 7855 SW DARTMOUTH, TIGARD, OREGON 37223 - EXISTING ASPHALT PROPOSED ASPHALT LIGHT �— COSTCO FACILITY #111 a ° EXISTING CONCRETE PROPOSED ASPHALT HEAVY J � •a. . ,aR a• ° PROPOSED CONCRETE N —' EXISTING CURB •. ;: ' +C� Q 787 - _ . / / ' l j n LL � 3'p PROPOSED CURB � � EXISTING EASEMENT SAWCUT LINE � Z Q ''�t •U I 1 \ ( } I // ( I / / ( ,� / EXISTING EDGE OF PAVEMENT 5 1 =20 \ \ f 1 ( � // / j \ / J EXISTING STORM DRAIN a CL c 0 10 20 40 •' .� •••• •• a c\ ! J � FLOW PATH Q — — _ ! ( ( ( / jj9 ( ' ` W EXISTING UNDERGROUND a g ca 1,('f U •" 1 \\ ! ( ( ( ! 1 ! + ( ( ' WATER PIPE /�23 .00 PROPOSED SPOT ELEVATION = �' / ! ) I �-- EXISTING UNDERGROUND ••. ,:d 'a — _ ! } ( ( / / / \ TELEPHONE LINE _,. 0 I ( ( 1 / // \ T 0.54 PROPOSED GRADING SLOPE $ Z P EXISTING UNDERGROUND Q U ( j 1 / POWER M.E. MATCH EXISTING w Lj m I ( I / /j I I EXISTING STORM DRAIN CATCH us . . ai 1. a. ,} I ❑ BASIN a I 8 o •�d — — — — — — — 0 EXISTING STORM CLEANOUT — 187 - - - - - _ — _ - - - - I II .- 1 _ - -- - - ! III I I c �- \\ ! EXISTING SPOT ELEVATION II 4• r ! y� \ ( Ill111lI a r I ' 11111 } 11 ! ° '>5 I d • ° • * •/� .a •: y • a ., �d •. r. i' a • s d . \ ( I/ I I !( `` \ /" — I d� % •" :• • . d ( 11 (( 1 I P - - _ _ N I Q 0 co 04 I HEavY / I ( IIIII ( J Q Q ASPHALTru 017 W I •° I 1 ! } III d . \ ME 1 ! 1 ! ! 1111 � Q . • ( U � I I 185.2± I— I • ., C1 a 11 �\ ME R3 7.62 R� / I ` l / IIlI( 4' it iiliil i I I I I 1 I { Co I .a .. , . 1 ® � / � 4 4 t o ..._. / ''•�\ I { IIIII � { I -• / � ! U II ME E \ IlI1i { II / 1 I I1 1I, d �. .. I • , : / 1111 III I / O I I III III /\ '•" / LL I;. .. • ® / 111111111 I '' f / Lj d dam. .•,. ` \ } 1 44 "� V I I I { I I, I 10 W ! v, P oco \ co I ME 184.3± 184.4 I liltI i I I ' ! �G INC '. n I \ O I ME oc0 ME I { I III I i I 1 ' ! ti 3 f I \ ASHWALT 14 { II { IIiIiI / .n • 1 7 1 4 Coco ME \ 18 I I { I I I I / RECON — ME 1 t I ME ,SMELp \6 -- f 4 I I I I k. I J \ / 1 111111 111 t �j P. ORv �D HEAVY 1 I ! 1 111111111 f / ASPHALT ;� `\ I / 111111III , ! EXPIRES: = 19IL ' / � 111111j11111 � / I� t / 11 11111 I ! 1 t I - i 1 7 t t / 111,11 V I I I a �2 - l o a Jill u N N Z 44 F 187,2± A00 L: ME ME I / / !/ < X °I CD z to Co •a 171 cq D ` ttt)11 1 L/1 LLJ (1 V) i / / •» � / 1 / a -� ° LLJ C14 z 0- n - - ¢ 0N « z00 00 C14 P � ° I r °' NOTES n n n Zz & N I CL cn N o ( ! ri T 1 . I ~' 1, SEE ARCH. PLANS FOR ON-SITE SIGNAGE & PAVEMENT MARKINGS. 'n N N ui ui z co ago co «} I I -a, w r ( \ NZNN _j • �� I I / I i ' .\dALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. °? Y ,b,_, to • �: 1• a / ` I dO Is 3. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR w 4 \ -d TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING 0 a CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. 4. CONTRACTOR SHALL COORDINATE ALL SITE, GRADING, AND UTILITY WORK WITH y N °, • \ _ __ _ - - — ..-- ` ' Jice' / /' / .• .r \ ��_. . = = ,i, 1• ,,, SITE CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PROJECTS. Ta 0 to J� •c co w5 v tor N M d. .r .n N N z c ° C) --� GRADING AND DRAINAGE PLAN WATEOUALITY IMPROVEMENTS a! COSTCO WHOLESALE FUEL FACILITY ADDITION 2rXEMEEMEMINI04° 9 A, 7855 SW DARTMOUTH TIGARD OREGON 97223 zfw-: COSTCO FACILITY #111 2 W .. .,....< ,, `•..; •= ,. --` -•�+ar(p t INLET GRATE ACCESS COVER .� }� "♦ i • .• « s `` ««. ACCESS COVER « S, •• .«* « « t•�P ¢:«•,r gqi��e Q c J • « INLET GRATE ,.rm , « ••' • t g Y!' ` ry-•• •+. :.'• ZOO ••: .96 "• W' ««* w M w•x#, « "•" "'a• • ««• =g<p •# « «`# a w T4s`; « «,•�s .a,,," °a �„<,«• a. f moi' . r. �. « I► s°. S < • •xAGGESS EASEMENT ' G t • 3� rGL................ PER DOCUMENT « « •• * •,•* 2`_411 + ........ NO. 94109528.1 « , .�«« ' 1f +� .< « . «« INSIDE RIM Q ' y •« . W ,/ C✓ « - ,, •.<-•: . .+ « �, y 21 411 ,. • ............... _ i m. -' ##r " ; j✓w� �« i-� + ««"f �"" ««� o � •y,w"#�..'41 _�. � « «• :"� ir: � +r. W ® -- - � � INSIDE RIM �, ! « >� � «.. � ,�««€• •�;« �, ..< « « ,r '� (,�/ U«. CL oo sT ............................. . .....a .- .....«... . ^ VIII • • « INSIDE IM INSIDE M INSIDE RIM �, -•. ..,..�,,r,. ,.. , « S E R SDE E h IL w OUTSIDE RIM h U� Y INSIDE KIM 4 31 INSIDE RIM 3-CARTRIDGE CATCH BASIN - TOP VIEW v V i ho°` .- ,•''`a1, r=` o •• o: "• OUTSIDE to 1 +"; +; - -- -_ - . OU RIM W m • �♦ ' _ 4"td OPENING � 4. -- �' •�°'�� •' .+ 1-CARTRIDGE CATCH BASIN - TOP VIEW INLET GRATE �....... �J rrq-.-�-- •. - ACCESS COVER O O 13 SD EEONOTES 445 {TVP) /2" _ _,_ _ ' INLET GRATE OPEN NOG ACCESS COVER '. (s I 21r w. IGil 6il •' ,. I I CONCRETE COLLAR + ,.+ t._.__ SD , • (SEE NOTE G) it CONCRETE COLLAR ° STOKMFILTER • Q �� OUTLET STUB (SEE NOTE G) CARTRIDGE(TYP) i (SEE NOTES 445} CLEANOUT (SEE NOTE 2) ACCESS PLUG O ® O® 13 ON WEIR WALL UNDERDRAIN ♦, . .2 Q• % STORMFILTER r CARTRIDGE(TYP) r r lr 1 Ir MANIFOLD W �,�.�_� .®.� }Y y CLEANOUTACCE5S INSIDE �I SDE ►T'� INSIDE J N • (SEE NOTE 2) ♦ ! - ;>.. . PLUG ON WEIR WALL W /' _�, • -- 8_511 > do OUTSIDE / f 1 MANIFOLD 3-CARTRIDGE CATCH BASIN - SECTION VIEW W a 401 • INSIDE INSIDE Q � s OUTSIDEmr .. ;; = 1-CARTRIDGE CATCH BASIN - SECTION VIEW GENERAL NOTES „� d u - Q � �" �� • • • 1)5TORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR(800) 548 4GG7; SCARBOROUGH, ME(877) V i• i • • , '� • • _�, ' i w . . , u'I '�� `.i a 907-8676; LINTHlCUM, MD(866) 740-33 f 8. • +-�� , , ..r.Dr A • 2) FILTERS TO BE SIPHON-ACTUATED AND SELF-GLEANING. Q ' • • • • ; (I �•,,,�► �� 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. ni 4)STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(1F Q APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. ' ' " ' J 5) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET(IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET �'- 1 ' " -•� ' ACCESS COVER r"•^r-/ , -' �..� i STUB IS 8 INCHES N DIAMETER, MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING L--•� �..� (TVP) INLET GRATE CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. G)FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED, CONCRETE COLLAR WITH QUANTITY 2)#4 REINFORCING BARS TO , xs , «"',^" � •y •�+ * ,�t •:w � •!, »« BE PROVIDED BY CONTRACTOR. y- r . a «` «" « #E • • � i" " •' 7)ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE v t•. EX. 1Q PVC SD °' �# ; •,.,, E INFORMATION. IL r -�i► ,•' , °: _° • 2'-4" 3-CARTRIDGE CATCHBASIN 3-CARTRIDGE CATCHDASIN ""�" c��` .- INSIDE RIM STORMFILTER DATA STORMFILTER DATA P��F' 4 �'�`-! • • �`y. STRUCTURE ID I STRUCTURE ID 2 G1�� N SSS , , • • . , ..._. ...-. � :' • . _ , •� i ":��'« �``"' WATER QUALITY FLOW RATE cfs) 0.099 WATER QUALITY FLOW RATE(cfs) 0.085 � ----•-----.. C... ..-. C.+. .,«-..- t• --. ' ` .r 1�-•. --7 r s L \'� �. ««r «tet.•.•,`d, r t a•« .• �•9 +► =e.«« ;x:«« •- i tiv.i« t t° PEAK FLOW RATE <I cfs) X.XX PEAK FLOW RATE(<I cfs) X.XX 15 PE r w - `;,� ' e __, �..-.i + �'• « «• „ , ,# . r, t r°• ,: RETURN PERIOD OF PEAK FLOW( r5) 100 RETURN PERIOD OF PEAK FLOW( r5) 100 _ EX. t 0 PVC SD ! dO1S • • _ CARTRIDGE FLOW RATE(1 5 OR 7.5 m) 7.5 CARTRIDGE FLOW RATE(1 5 OR 7.5 m) 7.5 2 `- 3 --- -- "r V • • �� ' W INSIDE RIM INSIDE RIM INSIDE RIM MEDIA TYPE CSF, PERLITE,ZPG) ZPG MEDIA TYPE(C5F, PERUTE, ZPG) ZPG RECON t EX. 1D» PVC SD ____ ' .... �`� RIM ELEVATION 192.70 RIM ELEVATION I8G.G5 19�, EX, t$" PVC SD « .�,.� �i i > PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER 9 17- 7 7, Ex. 10 PVC SD 5 �,; 101-511 . INLET STUB NIA N/A INLET STUB nt1A NiA R ';. ;.• EX. 12C SD M••�I► �� OUTSIDE RIM OUTLET STUB 190.40 10" OUTLET STUB 184.35 10.. 0 4 . o e i 1;'• Nt . CONFIGURATION CONFIGURATION o t 4-CARTRIDGE CATCH BASIN - TOP VIEW EXPIRES: •�• �f•*. «.•r -per OUTLET OUTLET OUTLET OUTLET INLET INLET INLET INLET •' , , 4"0 OPENING c i r-�-i , * '+'•:•'. U 0 SLOPED LID NO SLOPED LID NO oypj ) ACCESS COVER SOLID COVER NO SOLID COVER NO V C d v _ INLET GRATE 0 11 �• s r...-s : Q OUT STUB ) 2 I/2" NOTE5/SPECIAL REQUIREMENTS: NOTES/SPECfAL REQUIREMENTS: •o ; z ' (SEE NOTES 445) = 1 FINISH FLOOR Ir.� ` Ex. 12 PVC SD �'+ ELEVATION=188.111 ~ 1 EX. 24" PVC SD 7 "-�' _ e 6 n • I fi CONCRETE COLLAR 3-CARTRIDGE CATCH BAST N 4-CARTRIDGE CATCH DASI N IN x - --_ {SEE NOTE G} STORMFILTER DATA STORMFILTER DATA V s o STRUCTURE ID 3 STRUCTURE ID 4 Y C Z • 7 . a �...._ . 5TORMFILTEK WATER QUALITY FLOW RATE(cfs 0.097 WATER QUALITY FLOW RATE(cfs) 0,129 .N 3 0 0 Z O STRUCTURE ID �••� " `' uj 4ir r I CARTRIDGE(TYP) PEAK FLOW RATE(<I cfs) X.XX PEAK FLOW RATE <I cfs) X.XX N O t o p . • CLEANOUT p p V U G r� (SEE NOTE 2) RETURN PERIOD OF PEAK FLOW( r5) 100 RETURN PERIOD OF PEAK FLOW( r5) 100 AGGESS PLUG UNDERDRAIN CARTRIDGE FLOW RATE 1 5 OR 7.5 m 7.5 CARTRIDGE FLOW RATE 1 5 OR 7.5 m 7.5 r---•-.r ON-.R.-ALL t/') // ; MANIFOLD MEDIA TYPE(CSF, PERLITE,ZPG ZPG MEDIA TYPE CSF, PERLITE,ZPG) ZPG W RIM ELEVATION 186.75 RIM ELEVATION 186.41 = z ::. EX. 12" PVC SD � � 3`-8" �� 2'-8" ►T+ 3'-8" E- z � INSIDE INSIDE INSIDE PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER O W II r e; INLET STUB N/A N/A INLET STUB N/A N/A t/) _ • • ..i ; I �I` I 'I OUTLET STUB 184.45 10" OUTLET STUB 154.11 10" 0- •Qi ^.' • • �,, '�� ; OUTSIDE CONFIGURATION CONFIGURATION x p Z V) �`-, � f 4-CARTRIDGE CATCH BASIN - SECTION VIEW OUTLET OUTLET OUTLET z � � ,•. moi` a.3m.ame a° xw.�, 14.. 4-, i.wa a k �-� 00 o a Oa as oo M N N Z k � fi � �° ... :: L • • t G'�'- • INLET INLET INLET 00 N 04 f- ZZ 5 - •'.••w..n •' "�"� • SLOPED LID NO SLOPED LID NO I I W z 0) 'Lo 00 W W ` �I�w ; SOLID COVER NO SOLID COVER No 04 Q r 2 `n �-- ► �'' s NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: C7 Z oN LCI ;-- N W w \ FINISH FLOOR= 188.11 �r 8 �• '. , � Ln Ln a N Z N N -tom 00 W d• ��, CV ... -_ x_ ! 3-CARTRIDGE CATCHBASIN 3-CARTRIDGE CATCHBASIN I -CARTRIDGE CATCHBASIN 3-CARTRIDGE CATCHBASIN Y vv ( __ _ Ex. t2" PVC D STORMFILTER DATA STORMFILTER DATA STOKMFILTER DATA STORMFILTER DATA ........��1"' " ►�' STRUCTURE ID 5 STRUCTURE ID G STRUCTURE 1D 7 STRUCTURE ID 8 �� •�J�` p f- WATER QUALITY FLOW RATE cfs) 0,095 WATER QUALITY FLOW RATE(cfs 0.095 WATER QUALITY FLOW RATE cfs) 0.012 WATER QUALITY FLOW RATE(cfs 0.079 S� •: Q +J M PEAK FLOW RATE(<I cfs) X.XX PEAK FLOW RATE(<I cfs) X.XX PEAK FLOW RATE(<I cfs X•XX PEAK FLOW RATE(<I cfs) X.XX EX, 24 PVC SD •'� ++ RETURN PERIOD OF PEAK FLOW( r5) 100 RETURN PERIOD OF PEAK FLOW ) 100 RETURN PERIOD OF PEAK FLOW( 5 100 RETURN PERIOD OF PEAK FLOW(yrs) 100 ,y v -"`� •' CARTRIDGE FLOW RATE 1 5 OR 7.5 m 7.5 CARTRIDGE FLOW RATE 1 5 OR 7.5 m 7.5 CARTRIDGE FLOW RATE 1 5 OR 7.5 m 7.5 j mi CARTRIDGE FLOW RATE(1 5 OR 7.5 m 7.5 . ? 0 1 MEDIA TYPE(CSF, PERLITE,ZPG) ZPG MEDIA TYPE CSF, PERLITE, ZPG ZPG MEDIA TYPE(CSF, PERLITE,ZPG) ZPG 1 -""' • �(S MEDIA TYPE CSF, PERUTE, ZPG ZPG Z -0- �` K RIM ELEVATION 186.37 RIM ELEVATION 18G.2G RIM ELEVATION 183.50 ♦ :, -.3r, Uj N RIM ELEVATION 18G.14 •i+ � PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER o / PIPE DATA: I.E. DIAMETER INLET STUB N/A N/A �'► �.. � INLET STUB NIA NIA INLET STUB N/A NIA OUTLET STUB 11(54.071 12" OUTLET STUB 183.96 12" INLET STUB N/A NIA OUTLET STUB 181.201 12" CONFIGURATION CONFIGURATION OUTLET STUB !83.84 !2 CONFIGURATION SJ c OUTLET OUTLET OUTLET OUTLET CONFIGURATION OUTLET OUTLET NOTES as a o ao ao 0 o as OUTLET OUTLET LET O° o a oo N INLET INLET INLET INLET INLET INLET INLET 1• REMOVE EXISTING CATCH BASINS AND INSTALL NEW STORMFILTER CATCH BASINS IN PLACE. m .�• u, SLOPED LID No SLOPED LID NO SLOPED LID NO SLOPED LID NO p 2. CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING STORM PIPES AT NEW CONNECTION soup COVER No SOLID COVER NO SOLID COVER No SOLID COVER No ; :► ,- g NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: Z t POINT, IF INSUFFICIENT DEPTH, CONTRACTOR TO INSTALL NEW STORM DRAIN LATERAL BACK i TO MAIN LINE. ° U a i a&_zm SEWER AND WATER PLAN ''=30' p 15 30 60 COSTCO WHOLESALE FUEL FACILITY ADDITION NOW0l\0\\0\l\\\\\\q 1 IMENN 7855 SW DARTMOUTH, TIGARD, OREGON 97223 Z a � COSTCO FACILITY #111 _ m 0 : .: � •'s �• ' LU Q N 'y a , �J� ,• •SD +�1� JJ0. r W 10 a > iI ■ I �" �'^+a ' —rai—r—rte.--- .. twri ■ Ld P ••.d G� {i Oyb'i• y [--�•�a M -r—a.------ W ♦ `-l ,f 9[> »> ' / ■ p } e a a WATERLINE • EX. 10" PVC SS R O:ATION ♦ its NCj BLOCKINOV ■ •:� ., .. �A`,r 9,♦ ♦ ■ _ ,..�-1r..,,�Y •+ rrrr.ar .r wr— ul�—�—Iran---i —moi Lo W ii♦ a�.>s> Y •` C. f � Y � rte+ l f ■ ♦ Y It p r 1 L=371.71 t-- ..ELECTRICAL- R=453.00'R=453.00'RASER 8 6+a ♦,a 4♦+i - :r 0 �' �1 A 47*00'50" rm°'4 Y ---- —„ i♦ !♦ •,D • F1 a Wy W II( CH=NO3.42'19"W a • ' Y ■ ` " °� BEGIN WATERLINE RELOCATION ♦+'""� '� �� CONC. BLACKING $1 LF "� .I. .. •++ � fir'♦ a X •+ 81 r .5 o DIWATER CONC. BLOCKING SS �,ai � _Y ■ f 90' ■i I� ► vi } co p y r R ■ / l . ■ r rY„ E f �! �� \IJ ■ "s : EX. 10" PVC SS EX. 10" PVC SD ` EX. 8"0 D.I. WATER Q ■ " �� • • • • EX. 2.5 D.I. WATER + to �w s� i ■ s -,� � r � � �'n At la it iNOTES u wPI~�OF N Com" 1. SEE ARCH. PLANS FOR ON-SITE SIGNAGE & PAVEMENT MARKINGS. �-=-- L • w w w ,` a ,r+ : • 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. v� G F O + + 58 P f ,yk P `- ' _ _ Y . ; • • P P 3. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND ■ " • • ' t SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW ry a.aa r ■ x t REGON U r f r r ++s „may{{ aaa a«aaaaa a«aaa: •.+. Y A � rr =aaa �aa=aaaaasaaaaaa"a+4d aaraae anaaaa ■ �p � �Ia„,>aa>asaa.aaa, •• " f ■.s�, '�� r Y ■ PLAN OFE ES PROVIDEDIBY CBOETROL SHALL BE TAKEN FROM ELECTRONIC P P .. CIO R • • „ ■ r • ,' '9� S -y • • ,•` �; ' / ;a P• I; 4. CONTRACTOR SHALL COORDINATE ALL SITE, GRADING, AND UTILITY a4.. - — -` ---�'V C J� WORK WITH SITE CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN EXPIRES: fes,.`�•C " Ss g "• ;■.. ❑ � / PROJECTS. " 18 PVC S SS SS ■ SS EX. 24" PVC SD / a ■ r , / .d P r + i• V) r4 r r Y.r r F wl jO ♦ ,r ,�4'` �',.. :;,y a aa;aY =t°a� aaY •,,. EX. 18 PVC SD •a '" '-- ------.., Ru N 1 $ <. g r ' r u N r Z ■ • «: : : ' I ___ ` / SANITARY SEWER CALLOUTS r �) G ,• • , R „ • • �`" Oi y.• Y - a� O PROPOSED CATCH BASIN N i �• • �� i 3 . _ w w a �' i I " SEN PRECAST 24"x24" OR APPROVED EQUAL) _ Q JJ WT H TRAFFIC RATED FRAME AND GRATE. X ' .•:+', !jj , PROVIDE STORM DRAIN STENCILING PER CITY REQUIREMENTS. V R + �. _,;.- ■ • , . y 4) 9 to II � �. r N RIM= > e � N / �aa>a»>a „ (� ( � � '. I.E.=19172 �' � v ° Z 3 x o qo Z 0 CL G1 t7 U a ' � p- `� '` � . .•::. '. Q � � 201 LF 6" PVC SDR-35 SS 0 2.00X � A " I FINISH FLOOR N II3q�`• _ '�X � ��r3 PROPOSED OIL WATER SEPARATOR. ELEVATION 188.11 Y ■ d N Z � `- 12 0 „ RIM=194,28 � z � ■ ■ • 2 LE.(IN)=190.22 z u 3 SE ODETAIL9SHEET C8. V) CL _ ■ '•' ,' :_ 6” GATE VALVE W j VALVE BOX LOCATED IN ASPHALT PAVING. z cn rn .��>� .: : ',•' "+:.•'+• ., • ..• . -•.' ; ....'.,° SET VALVE BOX LID TO FINISH GRADE. Z W R" �� _ a d " IaJ N Z s- r P =aaaa Y d i d CEMENT CONCRETE GUTTER SWALE. SEE DETAIL SHEET C8. Q p N ONO Y• P r r w 00 N r`` Z > — ■ `d EX. 10" PVC SS 6" CLEANOUT. 0) C° 00 W 1.. .. • a r ( RIM=184.05 CN Ln I.E.=180.76 z� -- Z N 1 CONTRACTOR SHALL. FIELD VERIFY LOCATION, INVERT, AND N N z — Lo EX. 24" PVC r--------4 CONDITION OF EX. SEWER MAIN PRIOR TO CONSTRUCTION. NOTIFY ^^ uj w co Lo Lo r • �` eI a ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES TO DESIGN. N Z N N -! a .7,3'r' R ■ i • 00 4J ( ;; '+• N a r a �7 190 LF 6" PVC SDR-35 SS 0 2.00X Y `.... v vy E �!`■ ( . . • • (,�a-�-.�:__�, Y e L=532.01 y: ■ . • • aamsss + Y R "�; R=54758 LF 6" PVC SDR-35 SS 2.00X Q Y f ''- .•+ .00' 8� o ' . :.•" Y.M' „ A=55.43 32 CH=SO8'03'40"E 9 19 LF 6" PVC SDR-35 SS 2AOX Q mzw 511.29' -.•: .,;:, '' • • C�} 10 75 LF 6 PVC SDR-35 SS 0 2.00X „ ■ C�6 e o r� �._ �` +• • : � } f � 11 6" CLEANOUT .i. A _.; W � r ` EX. 10" PVC SS RiM= 188.05 i a a SS Sg Com„ e ' M LE.=1$4.78 � c" a • I S C T* ; �. Q 6" CLEANOUT �b �Jv ■ RIM- 193.60 CpN " 6 EXISTI ■ , I.E.=1$8.58 EX. 4 PVC SD } m "� `: ' ■ `j GATE 6" CLEANOUT CN RIM= 194.51 , I.E.=189.74 , „ •. .aas9 n� �aaaa::aeaaaaexaaa a=eas.>>: as>n>__,> �''\ } cq C3CL� CD n . d n; , •-+- ...,..� .rfl •�-. >ssa>as * Q............. U Ft ` n `` �:. ` LZ _ 1 CONSTRUCTION NOTES 6" MIN. THICK CONCRETE SLAB COSTCO WHOLESALE FUEL FACILITY ADDITION � 1/2" RADIUS �4 0 18" O.C. EACH WAY AT EDGE OF CONTINUOUS THROUGH J SLAB (TVP.) T P J CONTROL JOINTS. CENTER 7855 SW DARTMOUTH, TIGARD, OREGON 9T223 < 36" EDGE Z REBAR IN DEPTH OF SLAB MANHOLE, FOR TRAFFIC Q 10" THICKENED EDGE TAPER 1�_0" AREAS ONLY A.C. PAVING W (CONCRETE) " ° °.' °. . COSTCO FACILITY #111 _ ___ -y c� 8 THICKENED EDGE ' - '•� i . ASPHALT -� � '�.'�`•.� �' • .. �.• a „ a� .. .. �" ... •* co 4r s a.4 'baa9• Q n 6Z c+j � �0 Q Q N U " w 3' r DISPENSER REFER TO ARCHITECTURAL k0• 40• `: :'; 0.0 12 6 BROOM FINISH AND TANK DRAWINGS �/ �f"�j $ 4TH c m Q EXPANSION JOINT WHERE EDGE \/!\//\/!�/! / / /j\!\\!!\\!!\!\\/,�\\1 Iw W LL ABUTS PUMP ISLAND (TYP) \!\\j\y�` /\ \\\ \/\/\/\/\/ L.� (r 6" AGGREGATE BASE COURSE 18" 18" 2" THREADED CLEAN OUT PLUG, \\ f!\\ \\/!\!\\!!\\!!\\'/\\'�\\ O CONCRETE SLAB " / !\!\/ \! 2 f \/\ \/\/\/\I\/ uj Q BITUMINOUS TACK COAT ON MID.) 0 3 BELOW PAVWG \\/!\\\/�\\/\\\\ \\ \\ \\ \\/\\\!\\\/\\\!\\\! O /1 w W CONCRETE PRIOR TO ASPHALT ASPHALT (PER !!//!/!!!!!!!!!! !/! !!!!/!!/!!!!//!! '_ U PAVING o z o o \\\\\ j\\�\\� \�\ \\�j\\\r\\� PAVEMENT SECTIONS) z ❑ ❑ ❑ LONG SWEEP WYE //\/!\/ \//�/!\/!\/!\/!\/!\/ ,�,� Z u_ o -" \ \\ \\ \ \\ \ \\ \\ \\ \\ \\ \\ 0 !/ !/ !/ ! ! !/ !/ '/ !! // !/ !/ a TYPICAL JOINT SECTION AT _ _ n \;��\��\\��{\, Lo �\\��\�f�\\ \;��\��\��\\�!�\\,/�\\�� a a ry. � .. _.— .�-. .� �. -. ! ! ! ! ! r ! ! ! !! r U ap CONCRETE AND ASPHALT PAVEMENT ° � - � � •'• i � �°o � N ,�o ) o COLUMN 6" MAX ® VARIES NOT TO SCALE ) 'o`F o o` TOP OF ISLAND DISPENSER ISLAND ° (VARIES} TOP DRIVE SLAB °� GUARD Z U w m CONCRETE GUTTER W/6"x6"x10" W.W.M. NOTE: a c COMPACTED BASE COURSE & SUBGRADE INSTALL EXPANSION JOINTS 0 20'-0" O.C. MAX. � B ^, a 6SEE STRUCTURAL ( I C5 1 1 P. CLEANOUT BLOCKING DETAIL HOT TAR SEAL ® NEATUNE MATCH CEMENT CONCRETE SWALE L _ NOT TO SCALE Z SAWCUT JOINT WITH EXISTING BOTTOM OFG (TYPICAL) S N.T. . STEEL FORM (INSIDE) HEAVY DUTY NOTES 4" (MIN.) COMPACTED DEPTH A. CLEAN OUT LOCATIONS INDICATED ON GRADING & ASPHALTIC CONCRETE ISLAND ELEVATION UTILITY PLANS AS "CO" oBopOO 00000 0 090000 o°a°0800-9 Q4 o°o°08°°00°000 o0 00,00 o B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS 10" MIN. COMPACTED. DEPTH o �t4o 000 00 00 0 0 0 ',�ool�'o 0 oq��pQ oo '• p" NOT TO SCALE W (MIN.) o 0 0 0 0 -ZURN Z-1400 HCLEAN-ZURN Z-1449 CLEAN TOUTS IN TRAFFIC REAS WITH PED AREAS CRUSHED AGGREGATE BASE COURSE '• -•'• ••• A "SERVICE J N • - C7 '•,• COMPACTED SUBGRADE G> G� ••: RAISED ISLAND •• DRIVE SLAB STATION" TYPE MANHOLE, OPW �126A-9 - DOVER Q W 0 0 95% C - - COLUMN, SEE STRUCTURAL CORP./OPW DN. > co W . o) a NOTES: DESIGN R-VALUE = 10 �,' •., i D 1. A.C. PAVEMENT SPECIFICATION SHALL BE APPROVED BY SOILS ENGINEER. b •. ' :' . = W 2. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT, p Q 3. CONTRACTOR SHALL INCLUDE AS LUMP SUM FOR ASPHALT SURFACE SEAL COAT AT AN APPLICATION RATE OF 25 + • ' 4, s : �. 1 RAISED ISLAND DRIVE SLAB GALLONS PER 1000 SO. FEET. SEAL COAT SHALL BE A "SLURRY" TYPE PER ASPHALT INSTITUTE. PRODUCT SHALLMETAL EDGE, SEE ( � 12"R 12"R CONTAIN EITHER CSS-1 OR STE-1 EMULSIFIED ASPHALT. CONTRACTOR SHALL INCLUDE APPLICATION METHOD AND RATE, 4 �-- PRODUCT SUBMITTAL AND A UNIT PRICE BID. ff= - ARCHITECTURAL CONTRACTOR SHALL PROVIDE A DUSTING OF SAND WHERE EXCESS EMULTION CAUSES ASPHALT PICK-UP OR SLIPPERY • •_ .;.�• :- _: SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM ALL CRACKS, AND JOINTS, SAND BLAST OR AIR SAWED JOINT 1/4" X 2 DEPTH BLAST, APPLY WEED KILLER AND HOT TAR SEAL, PATCH AND REPAIR PAVEMENT FAILURES. ALL PRIOR TO APPLICATION OF WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT, TYPICAL s SEAL COAT. FIELD VERIFY LIMITS OF SEAL COAT IN AREAS OF NEW STRIPING, PATCHES AND CONFIRM WITH PROJECT SAWED JOINT 1/4- X 2" DEPTH MANAGER PRIOR TO PREP. AND APPLICATION. WITH FLARED EDGE EASER ASPHALT PAVEMENT SECTION (HEAVY) JOINT AT ISLAND END (TYPICAL) (SEE ARCHITECTURAL PLANS) B SECTION B L N NOT TO SCALE NOT TO SCALE NOT TO SCALE - y mac_ RED PRQFF " w " 1/2" WIDE X 1" DEPTH BLOCK OUT. FILL WITH 1/2" LIP ' " .�' SS HOT TR SEAL 0 NEATLINE MATCH 1/2 x 3'-0" PLAIN DOWEL AT 18 OC, MAX PETROLEUM RESISTANT SEALANT - BURKE CURB INSTALL U XTENDEDMP ITH l TOP OF ISLAND. JOINT AT ISLAND END (TYPICAL) wh w�� SAWCUT JOINT WITH EXISTING (TYPICAL) U-SEAL #3204 OR EQUAL CONTINUOUS ALONG ( a• E f LIGHT DUTY FILL WITH PREVENTION TECHNOLOGIES FUEL ISLAND. (TYPICAL) MATCH TOP ISLAND NOT TO SCALE .� 3" MIN.) COMPACTED DEPTH INC PETROLEUM RESISTANT SEALANT 6" ELEV. ASPHALTIC CONCRETE SLIP-RESISTIVE FINISH 1/8" x 1-1/2- SAW-CUT 0800 00 000008 00 a 0000 0o aa8ao ao�000008 0 0800 00 0°000000 0 " .� '� i`.51;.: TOP DRIVE SLAB R. O9�L Q: ,••:. " °0�8 0 0 0 0 oa ��04o a��f'o 004 AT 18 OC. 17 6 (MIN.) COMPACTED DEPTH o8cb go 0000 0 0 00 0 0 0 0 0 , "' P CRUSHED AGGREGATE BASE COURSE o 0 o q : � '<'-`:.' " • ° K..� "PREVENTION TECHNOLOGIES, INC." SAWED JOINT 1/4" X 2" DEPTH rf , • ' : SEE 2/C5 PTR RESISTANT T WITH FLARED EDGE EASER EXPIRES: - 1 7 COMPACTED SUBGRADE - - 7 - -. 4• j 4 '4 FOR REINF. 3/4" DEEP (MIN.) SEALANT ® 95% SUMP ti 4 . • r f 4 SECTION A 4 4 4 d 4 • 4 d d s NOTES: _ t - ° : . ' . : ' • ' b a ±I ° DESIGN R-VALUE - 10 •'' 4 • : . ... •. A ° a U • 4 ; •.. 4 • • •• : NOT TO SCALE 4• v �y. v u .L Z I 1. A.C. PAVEMENT SPECIFICATION SHALL BE APPROVED BY SOILS ENGINEER, O O O O O O O O O O o " " 4 a ° 4 a ' a _ I , 0 , 0 0 0 0 0 0 0 9606 0 0 0 ,q0., , . , 0 55.6 0 0 0 1/2 WIDE X 1 DEPTH BLOCK OUT. - 4 4 I 000 000 006 a00 000 opo X0 ovO opo opo 006 o' i 2. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. �p( pp(�O�O�O�O(PO�OCPO(,pO�O(� FILL WITH "PREVENTION TECHNOLOGIES, v � v - 0 0 0 0 n o 0 0 0 0 n o 0 0 0 0 0 o 0 o INC." PETROLEUM RESISTANT SEALANT v 3. CONTRACTOR SHALL INCLUDE AS LUMP SUM FOR ASPHALT SURFACE SEAL COAT AT AN APPLICATION RATE OF 25 o oV O 00 O OOO 00 O Op O o0 O 00 O Op O 00 O op C d d d d n y� ��p CONTINUOUS ALONG FUEL ISLAND. GALLONS PER 1000 SO. FEET. SEAL COAT SHALL BE A "SLURRY" TYPE PER ASPHALT INSTITUTE. PRODUCT SHALL �O0�o00(:Po.000.op0( oPo.C�o00.op. o� (TYPIC) d 4 #4 0 18 O.C. EACH -- CONTAIN EITHER CSS-1 OR STE-1 EMULSIFIED ASPHALT. CONTRACTOR SHALL INCLUDE APPLICATION METHOD AND RATE, �0 000 000 a0o opo opo 000 opo 000 opo 4'-8 " 3'-3 }�" WAY CONTINUOUS THROUGH m •- �' PRODUCT SUBMITTAL AND A UNIT PRICE BID. -P000�o001co9lcopolcopolcopoICo00�np0Co� JOINTS. o+ ; be 0 m z CONTRACTOR SHALL PROVIDE A DUSTING OF SAND WHERE EXCESS EMULTION CAUSES ASPHALT PICK-UP OR SLIPPERY `�o oOo opo opo 000 oOo �n^ -n^ REFER TO STRUCTURAL .` 2 ,� ;? 0 °' o SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM ALL CRACKS, AND JOINTS, SAND BLAST OR AIR '�.,0(p�00(�000( 0 � DRAWING FOR REINFORCEMENT 51-7-- g BLAST, APPLY WEED KILLER AND HOT TAR SEAL, PATCH AND REPAIR PAVEMENT FAILURES, ALL PRIOR TO APPLICATION J °F SEAL COAT. FIELD MANAGER PRIOR TO PREP.RIFY ANDLIMITS OF SEAL APPLICATION COAT IN AREAS OF NEW STRIPING, PATCHES AND CONFIRM WITH PROJECT Li SAW—CUT SHRINKAGE JOINT (SAWED) (SEE ARCHITECTURAL I JOINT LOCATION, SEE 2'-0" 2'-0" U = o u 00 F- z > cn AG-5 FOR DETAIL.) ISLAND FILLED :3 GUARD CONTROL JOINT (SAWED) NOT TO SCALE p z w N 07 J N ASPHALT PAVEMENT SECTION (LIGHT) COLUMN- DISPENSER ISLAND 4' NOT TO SCALE X Z a zW NOT TO SCALE 1/2" x 3'-0" PLAIN DOWEL AT 18" OC, MAX RAISED 7 � N L`- � z m FILL WITH PREVENTION TECHNOLOGIES INC ISLAND ¢ 00 N rn 00 z m � _ � z PETROLEUM RESISTANT SEALANT p rn co Ln uj R 1 5,_pw "PREVENTION TECHNOLOGIES, INC." 3/8" JOINT N .� i I w w - SLIP-RESISTIVE FINISH a R=12" PETROLEUM RESISTANT SEALANT f ^ Lo In co z o R-1" 'j • 1 1/2" i 1" MIN 4 AT 1 AX " cv cv z - 8 OC, DRIVE 3/4 DEEP (MIN.) � _ ,N ,,, >- 12" � • 4 -- - --- ---� -------- "` : SLAB A L E N Z L0 Lo^ � tD .. ��, NEW PAVEMENT EXISTING PAVEMENT 04 C%4 '�. cu ASPHALT PAVING ------------------------------ 00 CN w �_! CONCRETE �, R=1 =� ( �_ ; , °s 4 • . C5 ° • . 4 4 ' , ° 4JOINT FILLER CAST •- �• u W a • ••( �—)_ .' : . • , * ' .. °s•' 4 v e IN PLACE v •• . =�i FIN ; . NOTES- 4' a _ THE HIGHEST OPERABLE PRT OF EACH PRIMARY 3. AN ACCESSIBLE LEVEL AREA SHALL BE PROVIDED # S ° {} • • t 4 • . • _ • .d, _ PLACE 14 REBAR :' 4." _: OR ALTERNATE CARD READER SHALL BE NO MORE WHICH IS MINIMALLY 30" BY 48" (762 mm BY 0 ° 1=) LONGITUDINALLY ,` Af �Q^ o ° p ° p ° ° _ :' °' a' ,. . •e,: •: '. : : THAN 54" (1372 mm) MEASURED FROM THE BASE 1219 mm} LEVEL AND CLEAR. THS AREA SHALL ° e. ° d. d DRILL EXISTING CONCRETE o BITUMINOUS TACK op 0 0 0 0 4 a o _ - . 2'_ - OF THE FUEL DISPENSER. WHERE CARD READERS BE PROVIDED WITHIN 10 (254 mm) IN PLAIN VIEW FOR DOWEL PLACEMENT o v Z GOAT PRIOR TO a( -1 �o•� ° o ° a n opo 000 000 000 000 000 nO0�o00c'n00 0 0 0, ARE LOCATED ON FREE STANDING PEDESTALS, THE OF THE FACE OF CONTROLS AND SHALL NOT BE d Q „ w ASPHALT PAVING o�jp °754 a o0 o p C X00 000 000 000 000 opo 000 opo opo opo opo oC` CRD READING CONTROL FUNCTION SHALL BE NO OBSTRUCTED BY ANY FEATURES, EXCEPT PUMP 3/4" ___ ___ __ ___ ___ •_ ' ', ^ Q ° �t } ° �" O OCPO�O(�O�PO(�OpO(.O0PO�O(' MORE THAN 54" (1372 mm) ABOVE AN ACCESSIBLE NOZZLES AND HOSES, WITH THE LONG SIDE OF NP �Z' COMPACTED SUBGRADE �o o°Oo 000 000 000 000 0Oo opo 00o 000 ooOc PATH OF TRAVEL. THIS SPACE PARALLEL TO AND CENTERED [PLUS OR ( ) '� c PREPARED PER SOIL �,p �.,p �.,p �-,p r #4 0 18" O.C. EACH L314" DIA. X 18" L. GREASED Jv W NOTES: -pO0.o0o�-/oO0nO0Po0o5-/o0o5✓o00�nOo�oO.(-Pcoo MINUS 9" (229 mm)] WITH THE FACE OF THE b► g °' ENGINEER RECOMMENDATIONS. �o 000 opo opo 000 000 opo opo 000 000 2. AN ACCESSIBLE PATH OF TRAVEL SHALL BE WAY CONTINUOUS. INTERRUPT STEEL DOWEL 0 18 O.C. # co �.p CARD-READER CONTROLS, AT CONSTRUCTION JOINTS. 1. EXPANSION JOINT AT 20' INTERVALS �000�000�o00�Oo0( OooS-�000Ooo�Ooo(�O� PROVIDED TO THE BASE OF ALL FUEL DISPENSERS 2. CONCRETE SHALL BE TYPE 2 % o00 0pa opo 00o opo �n^ -n^ 4 REQUIRED TO MEET THE PROVISIONS OF THIS -' ,p(:P,,po(:P.p.(�P,p(iP,.r SECTION. SUCH FUEL DISPENSERS SHALL BE M MOUNTED ON THE ACCESSIBLE LEVEL AREA. EXPANSION JOINT (TYPICAL) w 4) 0 CEMENT CONCRETE CURB AND GUTTER (PVT) CONSTRUCTION JOINT (TYPICAL) {SEE ARCHITECTURAL PLANS) ISLAND PLAN NOT TO SCALE Z o N.T.S. NOT TO SCALE NOT TO SCALE -' U CONSTRUCTION COSTCO WHOLESALE FUEL FACILITY ADDITION �► J 7855 SW DARTMOUTH, TIGARD, OREGON 97223 a COSTCO FACILITY #111 • �. �:=_ ©ROP INLET °' Q Cy� . 4 MODEL rlo, A � WEIGHT � Z N ` ,1 �» 2" _— • v a° d ° 4 d D1242436 .3 4 1900 LB$. d <4 D1242448 48" 54' 2500 LBS. ILLa 0 5 10 20 BOX ONLY co ' W � � tL d v a v • __ FRAME AND GRATE ,�[ (: 576-SA-1000 r_6. v .f a 4 v. a . MODEL NO. RATING WEIGHT ` V j � D W 44" --------8'-9' ►I 4}" �""� -sZ �.�..� �'�' d'�`«'�� .�--os d s �, ti ` SG2424-DIP PEDESTRIA 1 172 41 LBS. Z hw t`-0' 2'-9' 2`-9" t'-D' G a f: O. -DRIP LINE'=-! v SG2424-DIT TRAFFIC 3 120 LBS. U � ry i �. �. i d .-- p .• RIDGE LINE .. v • • � a O � aC � i i ltt� itlil� i t�tlr tl�llr �•4 r-. . LO C) p 2 Yeast � _ +i ;;yr•• e.r Term-A-Duct D SD FRAME MAY BE CAST D a DIRECTLY INTO BOX f � v . d a�ad : 4 v d OPTIONAL ti O !6!6 ' ', �y y �;� 7k ;, ; ;o v 1 f 4 1 4 74 3a . U 'c in:r A ,•.�f ( I g � 1 �"�>;r, /4 - yu ,.,. - U ♦�//�� a1� d TrJrfl 4 � ( �" fSI '1 7 TPI ° d' .d Q �,•. �,,,, 1B"x31" THIN OUTSIDE ,n O p '-�'�'--'�' WALL KNOCKOUTS. � -INCE � �- ® 1 v f 47 f d 1 TP SLEDGE OUT AS AHEIGHT $ HEIGHT m U f TPI p d a REQUIRED. BQ n V d° p 4 a of Box (2) - No. 1012P • . p {TYP. 4 PLACES) 0 0 r 3o3oP oolwnizea otomono Plate cows �,. Q 4 a -4 colvan m DiomwW Plate Door ~� i i i i !. i 44' v ` (4) - 2-Ton 41t Anchors w/LodBnq Loteh O p i f i = slat for Bottle A: wee Plates � p � Z (Typical) . d • PLAN VIEW � v d on fttainirq Bottle p ' 4' FIXC Ot17tET PIPE ♦4' PIC 4 d ✓ i 2-1{7 r"'9 MLEi PIPE w Tee w/7e• d. v `` :v d a 4 Risers Available Flaw Diffuser Baine r i i i li it i � OPTIONAL �•r 4 a ��. i i i i i i EXTENSION W r ti i">= �:,a. � 1 W . 194.6 �`. 4 °. © c HEIGHT v $ 'is -:wl t ♦ a 1 TPI. . .. `` �i - f 1 • �D SD EXTENSION '�� N ~ —�— , Butyl Resin sealant ° 4 d 4 ` " f• v 14 MODEL NO. C WEIGHT COW O 4 NJ > Go RS242406 6" 300 LBS. W 2-Ton Lilt Anchor W d RS242412 12" 600 LBS. (t Each Corner) 2i " R 4 d v a19 4- TPI v 1 4 c1�` f L.J •` s.dxn.nt weir � 8 ;� w v $ .• d ., 1 P : = w ;4 p a .. a �. r rt io ,.i d v 4 i N AME ANO ATE S SEM Y AVALIABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES d : •.` / ' CONFIGURATION:FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. p O .� " ` i tll� i i ■M 1!111111110. i i i till! i iiiiffffll mail ■DESIGN FOR 1+20-44 BRIDGE LOADING. 4 4 - 't}�, n�,> t,: `l a.:: -•:^�:.a,::!`,_=i..;. r`s , p ° : N ASSEMBLY TO BE PLACED ON A IV BASE OF CRUSHER RUN i a;., # .� r{:�:iir••+•+►:': a.w it-s .> ••i• ?r - p. 4 LJ`'� d - FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. a j d 1'-or �--—3'-4'—�14" �-•-t'-8}' � d 4 . v�' i I � ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION. ,24"X 24" a. .0 R DGE L NE CONTACT JENSEN PRECAST. JUHMER PANrA#f O SECTION AA d 4 4 v DRAIN INLET co Notes v• d Designed in accordance with ASTM C 890 for Allslll0 t1s20-44 vehicle loorRnq i obi itlll�• lily'l� tltlt� i' ° d DRIP LINEd Flow Rate 67 GPM based on 15 min, retention time. i � i i it i i. d D12424 - Monufactwo s recomm•ndotiwic d.• �j� i 11-26.00 1.) Ventilate each end to open atmosphere, d v 3 2.) Prior to "start Up" of system. ra rh'th ckon voter to Bottom of outlet pipe (approx. arse loot deep)• a' D a' v d p -4 d 8.41 JENSEN CATCH BASIN u? For best results. fib to flow line. $D 3.) Follow Regular Inspedwil, aewr'nq. w Mointanonce schedule (see aeon out • Maintenance). ��..; 4 ' i t © 4 SD 1 "4 4 SD p F 1 4 1 v •1 4 T� a � ° ® 576-SA-1000 576-SA-1000 ° `a.�- d ;1 4 7" 1 4 '4 N.T.S. 0 Oldcastle Precast '—' 4 ° a a v File Name:a20ECO576SA-1000 OIL/ WATER SEPARATOR d v@DEQ PRpF�Ss PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date: Revised 8-28-14 1000 GALLON -API STYLE °� : a ��.�� 1 4 TRI a 1 4 p 7 f Tel:(503)682-2844 Fax:(503)682-2657 oldcastleprecast.com/WIISonvllle d a v ' 1 '` 1 4 4 • T I d w 1 E '� r 11 . v a ��,� a 4 4t v ,l4 ° �+<I a v v ..� i ttr lull. i • • k '` GROUT MOUND EGONS 17, i ° r OJ SP G J . ' f �� " d aRID E CINE ° 3144..54/. OQ�� 4" SCHEDULE 40 / ;_. 1 4 4 o a P POST - GROUT SOLID b► .Q p DRIP LINE v—' �� a EXPIRES: 3 I 1 4 d v4 4. v • . , c i j2" SS HILTI KBtt " " OIL/WATER SEPARATOR p d a' / p ' �ry :n W/4" EMBED. ,D" 4 -o 193.72 1 v: 1 a 1"' 'd 4 ` ~ SQ. BOLT PATTERN 1/4" C o 0 Q m y d 1 4 4 v f 4 1 `' ¢ « « FILLET o .L • `• NOT TO SCALE a _ °• a v 1 4 4 z 12 x12 xf/2 WELD � _ `-I > Z �t., • a' __> o GRADE d STEEL PLATE I a e. °; d .. tL � X • 1 4 f d' : —GRATE DANDY BAG*II DANDY BAG 11® • m ; z p, C Y O W LIFT STRAPS INSTALLATION AND MAINTENANCE GUIDELINES: ; f p o 0 06 o 1 4 1 • HERRINGBONE PATTERN INSTALLATION: REMOVE THE GRATE FROM . f 4 1 p N •- CATCH BASIN. IF USING OPTIONAL OIL • - _ (5 u rn ABSORBENTS; PLACE ABSORBENT PILLOW IN '--�,� 1 4 �� COSTCO STANDARD STORM DRAIN GRATE SURFACE MOUNTED BOLLARD z a N UNIT. STAND THE GRATE ON END. MOVE � 1 4 1 �� O Li a DANDY BAG®II THE TOP LIFTING STRAPS OUT OF THE WAY • • V) AND PLACE THE GRATE INTO THE DANDY ~\ NOT TO SCALE NOT TO SCALE Lv a BAG®II SO THAT THE GRATE IS BELOW THE • • _ O X o z Ln STANDARD FABRIC IS TOP STRAPS AND ABOVE THE LOWER Z LSI_ w MONOFAN ILAMENT NGE CANOPY STRAPS. HOLDING THE LIFTING DEVICES, CANOPY AND CONTROLLER > tCN om, N 04 o ° INSERT THE GRATE INTO THE INLET. Q STAPLES OR WIRE RINGS (TYP) « « O N 00 Z Lo ENCLOSURE GRADING DETAIL 2x2 x14 GA. WELDED WIRE o ; z DUMPING STRAP MAINTENANCE: REMOVE ALL ACCUMULATED FILTER FABRIC MATERIAL FABRIC OR EQUAL Z I I tar La ALLOWS FOR EASY SEDIMENT AND DEBRIS FROM VICINITY OF 1"=10' MIRAFI 100 X OR EQUAL 2"x4" DOUG. FIR OR EQUAL N d o REMOVAL OF CONTENTS UNIT AFTER EACH STORM EVENT. AFTER 2"x4" DOUG. FIR to to 00 `14 EACH STORM EVENT AND AT REGULAR AT 4' O.C. FILTER FABRIC MATERIAL 11) � W } INTERVALS" LOOK INTO THE DANDY BAGODII. 2"x2"x14 GA. W.W.F. 2 cV Z N N -' IF THE CONTAINMENT AREA IS MORE THAN BACKFILL Wj COMPETENT NATIVE MATERIAL OR NEW C�L C14 DO Y � 5 a� 1/3 FULL OF SEDIMENT, THE UNIT MUST STRUCTURAL FILL AS DIRECTED BY SOILS ENGINEER. = E BE EMPTIED. TO EMPTY UNIT, LIFT THE o 0 0 0 0 o a o o COMPACT TO 95� MAX. ATTAINABLE DENSITY. `° NOTES: UNIT OUT OF THE INLET USING THE LIFTING ;; '� ;; 3/4"-1 1/2" WASHED ROCK N STRAPS AND REMOVE THE GRATE. IF USING :' NOTE: ,, ,, ,, 1. PLACE 1 OF 3 j4 -1 1 j2 WASHED ROCK OPTIONAL OIL ABSORBENTS; REPLACE (4) CONDUITS " " TO CREATE A BEVEL SHAPE. N�S OR PEA GRAVEL. OR PEA GRAVEL ON BOTH SIDES OF FENCE # 'a ABSORBENT WHEN NEAR SATURATION. 2-2" CONDUITS \� 1. PROVIDE PULL BOXES FOR CONDUITS AS REQUIRED FOR ° 6x6 TREN ° a° ar (7 /� _ 2. FABRIC SHALL COVER BOTTOM OF 6"X6" `� o 2-1 CONDUITS// / z EVERY 250' OR AFTER (2) 90' BENDS. PROVIDE SEPARATE r"°° ° ° o ° ° oils r ° g ° ° ° ° ° , r °° ° ° ° ,, s° °°°g ° °°° ° " ° TRENCH AND EXTEND BEYOND THE LIMITS OF y c>i \ \/ ° .*0.*. °° ° °° ° ° ° ° ° ° ° ° ° ° °° ," THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS t9 �''\ • • • •• \/ � PULL BOXES FOR LINE AND LOW VOLTAGE. ,, ,, II _ _ �► � r� 2" EXCESS OVERLAP OVERLAP OF 2" MiNIMUM AS SHOWN IN Z 6" CLR / �// 2. PROVIDE SUFFICIENT ADDITIONAL LENGTH OF CONDUCTORS " �' �O" TYPICAL CROSS-SECTION. ' 1e, w (TYP.) .' AT THE TERMINATION POINTS OF ALL CONDUITS FOR FINAL V V V V 6« yr EQUIPMENT HOOKUP. v+ g.EyA'TpN 6"x6" TRENCH MIN. 3. SUPPLY AND INSTALL ALL CONDUITS/CONDUCTORS AND TYPICAL C.ROS3 CATCH BASIN FILTER BAG 4«� ��//jam//r\//j A 25 LB. PULL WIRE IN EACH SPARE/FUTURE CONDUIT. GO C: (�`) 24 NOT TO SCALE FILTER FABRIC FENCE DETAIL ,�, Casto CONDUIT TRENCH DETAIL NOT TO SCALE E N o NOT TO SCALE a: o 0 r o a N AREA CALCULATIONS TOTAL SITE AREA: 647,301 S.F. PARKING LOT AREA. 377,873 S.F. N TOTAL CANOPY AREA OF PRESERVED TREES 21,599 S.F. (EXCLUDES PROPOSED AND TOTAL QUALIFYING EXISTING TREE CANOPY AREA: 160,315,S.F. (SEE SHEETS L-1 AND L-4 (6" AND GREATER CALIPER): REMOVED TREES) (EXCLUDES TREES TO BE REMOVED) EXISTING TREE CANOPY INCENTIVE (2X) 21,599 S.F. (EXCLUDES PROPOSED AND REMOVED TREES) TOTAL QUALIFYING MATURE TREE CANOPY AREA. 160,315 S.F. z TOTAL CANOPY AREA NEWLY PLANTED TREES 266,126 S.F. (EXCLUDES PROPOSED AND 0 (EXISTING TREES LESS THAN 6" CALIPER): REMOVED TREES) % CANOPY COVER: 42.42 % (EXCLUDES PROPOSED TREES) MINIMUM % CANOPY COVER: 30.00 % co z z a 0 w TOTAL QUALIFYING CANOPY AREA COVRAGE- 309,324 S.F. (EXCLUDES PROPOSED AND _j r o REMOVED TREES) 0 E a: 0cj CANOPY COVER: 47.78 % (EXCLUDES PROPOSED AND MINIMUM % CANOPY COVER: 33.00 % REMOVED TREES) CL 47.78% IS GRADER THAN THE MINIMUM OF 33% TOTAL QUALIFYING MATURE CANOPY FOR THE SITE, THEREFORE CITY REQUIREMENTS IS MET. 42.42% IS GRADER THAN THE MINIMUM OF 30% TOTAL QUALIFYING MATURE CANOPY FOR THE PARKING LOT, THEREFORE CITY REQUIREMENTS IS MET. r. z z V) 0 w Lou TOTAL SITE AREA SQUARE FOOTAGE FROM MULVANNY/G2 ARCHITECTURAL SITE PLAN, DATED 6/1994. z z 0 -2326, DATE EXISTING TREE INFORMATION IS BASED ON ARBORIST SURVEY REPORT BY GRANT HAMILTON CERTIFIED ARBORIST WE D 07/01/2013. 0 m C) 0 aa.. 0w Uj ca EXISTING TREE LEGEND t= cn b m < Cc S83*37'1 1"E LIJ Lj 8.19' a- 0- CL OPEN SOIL VOLUME 4468 .0 7 7 QUALIFYING PARKING LOT MATURE CANOPY COVER 0 • 0 S001 3'48"W 7.7 L: 12460 0 3 _-D 0- 24 16.60' 1247 z co 1247A 0 U 0c) INDIVIDUAL TREE MATURE CANOPY OUTLINE N/A COVERED SOIL VOLUME 0 124JA • cf) 0 JIM (n 0 w X SS w co 8,'37 LO V) L0 --- INDICATES. EXISTING TREE TO BE REMOVED FOR # EXISTING TREE NUMBER FROM ARBORIST REPORT Lo FOR TEES LESS THAN 6- CALIPER (SEE SHEET PROPOSED IMPROVEMENTS �_4 k-E!I 1=_1 I I -:-i I I' mE!11, 1 g- -:7-1 Ip 11 1,. 1! 0 00 L-6 THRU 8 FOR EXISTING TREE CANOPY 1 I-Il 1=11 I=ul :=,l I I- I EE.:!I 1EI I 1EH1 I!�H, 7! TABLE) ! I n Eli , - 1 F9 1 1�,zv`l 1 lEd 11 1 z 1E-1 I 1��-:I I i-'�j 11=1 --- EXISTING TREE NUMBER FORM ARBORIST REPORT ,77_._A I FOR TREES 6* AND GRATER CALIPER (SEE 4 j%) SHEET L-6 THRU 8 EXISTING TREE CANOPY INDICATES EXISTING TR E CANOP i 11FE, FD I E�l I 1=1 I fr��ITE__-!I TO SCALE PER ARBORIST �E-1 I 1=1 I F 7 TABLE) 0 22 234B #243B 11� ij-=i 9 1 1=1 i I=]!I-H]I F�iFE-1 i 1=1 1 1:;J 1 11:- REPORT !=m UMII OF PARR INDICATES LIMIT OF PARKING LOT AREA 71E #235 EXISTING TREE PROTECTION FENCING SEE SHEET L-6 FOR DETAIL TIDE PIWTIECTION RXNG -TYPICAL SEE SHEET w-6 run 273 DETAIL N 0 -L"ll #268 00 25 rm, 11711 1:71 i 1-:; 7: w " ,,, _ _ - i :_. L ---------------- - =11 1=1 I E7=1 I lt�l 11 FE-1 1 IEI I 1��1 IEE.. \> i I LEI I 1=1 I I 1; #173 L --,i,__H 22 ME PROTECTION GOO I N� FMNG -TIPUL 0 SEE SHEU L-6 FOR #17 i?r I I- i F-E]i i�Hl i IEI i iEEI I I DETAIL D 174 i 1- 12111 171 OPMED----- 0 si ---------------- GASOLINE-_ 1438 0 crj �#I 435A co 16 1�*W'D #437 0 0 _:ji _ _ __..�. #290 #157 - -------------- -- #44 ........... a #435 TREE P MCIN ------------------ SEE SHEET L- #156 C=-#�17 6 1 SD DEIAIL L w 0 1 -30'-O" 0 "A *0I 1. LL I KE-31 1 2 4 L 29 ----- ----- -- -j ST 2 0 15 30 60 #296 I IMN m 1158 #155 #169 #177 #42 #425 641 05 Ilial Ell EIV=111- Arthur W #154 ORE 1; E- 7.�. Av ------------ --------- #301 oil #30 #ZVI 0) 4 ------------------- #152 #159 (VALID ONLY WITH SIGNATURE) Ilk #143 #168 #42 AX 0 0 0 0 #179 #1 22 419 i U_ is ,112l j 20 #3 I I #19 4 O� #180 i. 112 #416 E PWMCnON 18 FENCING - TYPICAL x I #144 #151 =======3 #423 SHEET L-6 I�D DEIAIL 0 _j 1160 #167 0 w 0. 1126 #3 J Li U) 31 < 181 #409 J w FL #141A #186 M #41 0 z LU ===3 0 ci; W 182 0 CL V) LLI C3 114 1' KEYS;�O #150 CL WXEIL #161 #166 LLJ c%4 z ff) C4 04 413,1 a " 00 408 z c 00 C'4 r- w w zq cr, (.0 00 z N Li w w w C) #110 0— W w #183 C14 r- w 9 LO LO 0 1113 w N C14 ZZ w 2 LO W L # 18 #140 to LO Z- C14 #407 E 1109 11 !-..Ill, 00 LU t It 320 F` 4=11. 03 04 0 #116 fl F0 'OAf #139 #IOU "T #146 #147 #148 1149 #162 #163 1=1 1 1 FE!11=-!!I if 00 15 104 1..-_1 p #133 _j J I iE9! i FE,I i FEE!I F #401 @ #4016 z Nt LOT AREA #165 1 325 j 1!==I 1 . ji [U! • lf�G . C14 LIMIT Z�.P!EL w #105 #400 lic fis..9g; #395 ,1 C cy 01 98 .!03. 97 0 uln :is I F' #101 cbsTco Tt re) rn #100 MALIff N il U3 E 0 3: =1 04 1134 #135 Jim 1137 #330 ce) 16 C> z (0 w w 165 7/�11. (0 W 0 #394' -2 0 01 MATCHUNE SEE SHEET L MATGHLINE SEE SHEET L-1 N -- -. t_ �1 1 =30'-O" � t=� w ; ! � - ..,f j._,..fi l�� _: . .. -...:. ..; :,.:� €L`::W ! 1 ,. 1 3 f -Vii..., r = / co 0 15 30 6O � ., 1.. - _ a 11.;! # , [ _ IRIWEEEEWEINI #95t E , JJ , , - tis O I....!., I t I'' € #339 3 .. 9A V < __ r � Z W zo # 86 co Lj t a zc aw om #3 #344) - _____ 345A ` 86A 392 U � !.. 866 #3 • • #38 3 }_I� S i , #347 I_!_... -.r w w w _,I , w w � +Hl -) t t 391cc = o a - ��,-: r -.t. '----------- #38 ,€ 351 _LI 1 x o U l tom,;€� � !___• fl } ;I � � � 5. � B_ I + ,.._.. 384 ,j :i t to 85 , .. -. Lo ;-. #359 _ GAT � 1_.r.. .i co #3'F 186x 383 2 :11 t ......... .EES f #382 All ....., I _ __ -#375 Q _ ,, 380 #381 { 1 ! } 83A #360 #366 363 At #3 ` . 1} 62 #361 #368 _ 1 Q - � :..: ;fel 790 - - - - - j_ITTUL 374 _GN 718 [- # � _°_.:`[ '.3_., : ` G.r ._ 1-3 '-- 69 "..} ��.}� i C'#' I' }3 Q Chi 373 #372 #8i-;: # #371 #370 W - t 77 1 Q ,-- 0 5E#5F } p Q € � 0 cbsyco 1 LIMIT Of PARKING LOT AREA , 6 �;;!.-;. h €?i1._.._.}.}-__.. . ...._,,G=[ �-} },.._:€;[._-} }--�I,t:---:.11 I--[' :-- -•-1 ►,...._€;C.._['r-[: _:# 1-[= -�I_ � �;��E 0 _ :1; :-,-1U.::I}r=1 G 1 I-} } l} _ } 1=1 i - i "I �:.':3 I i r .�.}- C: . _ - Q ;__;►t_ _ I:�`, 1=47 [C-.�-I_'. �,•.�!�'.��[-=i�I . , I i.. � . .CIC.«._.. _-fi .... : 13 I_-1 C 1- ;,._-} C.:.,: : :; ![:, i [.=}! :.[C i.-1 C ..1 -« fi. - �/� - t € V./ .__:: 3- -wI:mss E CI is !l-I:[-[ ' [__ ' t ` 1�:_i .._ i---�-• _. .._._ ; ._ ,Iii 11= ;� ,� - - - t_ L._.}!. : -11-..}:€---, r I_ -�=: [- 1I-1 I .I 1 I } ! I,C --.11I _1 [ [ I :( � J :_[ } t�1��i: Ili � ! E - i _.;I'•.. I} €# 9j {` .,}srY'.; :-r.:.�_- .. 1..t^- -'}i_.-t I"--�.'" 1!=i i t-ti=..!.=?..t--+ _.� ra •°:-1.I: .1-}'1=1 C 1;--11=1 I_-1 117-111 .._.. ! I }.�;I ice111=111 - 3 3•.... #i ,...._ !'«_' 33 - ,•__i �...-!3 I: 3 I..__ ..i !€ _ t 1_..... _ _ - _ �t i I_�.... : i!'_ : i I;.�.c-' t 1_... 1=1 i•-`��13_,67t1 I-C �'.-!.t..:. !. 11t -1, ._., }f...-T=t}=�.I=.1}_ _{_ I-II . i • r a i • i r • i. .. 1 ..i•i t 1 aV A Lob • i !- • i• ! •'!'! ! ! i 1 1 •- • • r i • �� { :;ani' / :��am °� :.;, �I ,._..,_.��r "_ _,, ��R•i/ _ � ;�".ti s _ y !�i- :• � ,x � � ji.�� .s�Ir/�'��' ! - -- r� a Vii-°sem/,/ ��& �WIN _•_ l'+� y••''/ `�' � r e �• > r �/,►�fJr .,>'!y i- -- '/!//��,rrl �1 ." !•l/,/1+ ~l .--.'- �; , t �� '�' .,//♦�,/r��I�j^/ T ��,.1�• •'�� ,1��/:�/ � ,�+J ;��/�Jii/�J/'Ia� .�'`,�;��:5_� ��t, iY/� �� - � ��' M•J�;'`' i'' �`:�r.•',.��f��- � '�fd>�I /�'" •��6t� r'f/� �� ✓d�r'/* r/ir'"'iP ��r��;,f^�r�- I.�/�jl�li`I J�'/'��. t i'" � �+';ti�Irr�.�J� �� i.�r �adLr/'O,+.O _ _ ��r�`' .�� r`/f' �r%'Jid��/ +.er _,r` .r<•i'/Pr" %'. ---- -./�ri�l� � .sl% � � 4/��i��!! r..�////// % y% '/ - rte,":j. _ - -- -;,_�2s�i_s_,_� �?,�, �w�:�.f'�,rva��^�..a. � °�l • < / /•'� � yf�+�•I'+�/J/�•i� I. � �� i /� %j /,��/�"/ _ ''l,I�r,�/!///,/�//�r ��... �'�/-,n„ �rwa I �I � a \�� 1 �-------. �iI .��%;.ra,�// ' � fail I'.i+,.^• iI � j�///�ir,��` %/!�� -r.;/�,/"/i//r ��/%//// �� \� • � � � � ,z�-` r1� ,�'%••i� ••i� ;�/ rr ��! t11�1► I ' /r Nv /�/,r/°J� �, � '\ \ �1 A _ ,/ .� �� ®rte, w►�., \ rr /• ��/•i/ /�'/' '�'S s�tt '� ��' ��'f.ItI`'� a 1� � • tfr Y • :� �1 �F•. .i,s�•�'!.r�� ; ' �,�' 1 �' �'- -�<,i "`��✓/i. ` / /�k��, .-.:�./ //re• ;r�/I. +�ri1�E a a .- lir � i �'�� -. � 1, • firms 'r'I� ' .. wr ,r ��►r� f{.%%% •.C ` ,email/ / /�,/' ��•�/ r/ / _ ./�"/',A?.i'I �irriioliii;�/� %/ •lir` � � r • Y�� wpo //Y'� �/% ��/� / J- %tel %/I� ° _ 1 �� ` • . op �� USE, i ,f�~� ..�► v eTr/,.'fill;•.,, /,�///• `I �/r///// � / ;rI/; �IDi \ , •'t�r 1 4/ ••.� rcriii�iiiiiJ a rliiiri.��r // ,r- Ir r '� � �► L7 i Cis-.�1 • `� . •. « i ..i i /�.// •/ r/i!// I f�j;�%;� � 1, � �� i ��►� 'tet►!.' �� ii/I.��r i ''fes ' qy �j� /•+I •/` f�///� �� /�'� � �" t_gl►�l� 11 t. '�(trai I , •i i �.;`J � ,t�ir' �'J/'�/I�/••is/%�♦ �� ✓/I�I/�I �rr r"'/•/'�I;%/ � L .t�� / . /r. riioiiot-=-, •/iii / _ � s y',r' L'! +bll/ ` , <t'r il�� '� / �i�fi% � i� �i� j • I 1 �"� I �ririr/iryit s. `�S,'.�/ y%/ ♦ �:r• � e��j�� !Q/�%�///`/ r��/ I%'�'►• � 4/ � ��'� • �� • µa� Y1 s �l�E#,�►�t�� ` I'i y� i :" :'�•i�/i./J� �--=-_=`' rAiii J �� /JJ��; �,� � �� ' • ,.rte'f1�M.� #,. • ,;ws. ��. � '!y�,�r�� % ` � �./,/��J�� tar�l�l��/��rl� !f:%/ll�irriitPdJ%i%// � • � �, • f ',}�iV � I {I � - • i •! f .�% � �% •`i•J;! •� I�///�////////f/�%r///,Ir_ 1� rcpt /%/ II til �I ,�./•I/ ••` csiiiiviruiuiiiiriri��r �Y/!//J��///!r �J��i'�-r/� � `�L a`�. •s � ` , \\��\��\\� ✓f••i,% •O,/` -r��,///G%% //. i►.lrrllr.�J./rllrr..r v/r//r/!r/. j /j/I '�� r r.•,,: • %'r'� � I j I w ;.0 � 'i:%'//'< /' rr, rriiiiiiiiuiiz..viriiiiriiii ♦ /` ,r I I _ ► 1• xM�.. ,-' ./ ./ r � / ,� h r/ / / ,� ...,.moo, l>,. *3 ,-_ /_;'!� _. , '� � fri►.1� .� ♦ � �` � /r�/.�j/i � � .° % ,iiriiiirial3fr*sii,��//!//,l �rirJ�/.�I�IJ/3!�%/J�/// ��i �/ / /- / /�uJruiiu// Iruiiuiri,y..r�'>r . //,f I/� r--- _,_ r., N►•.r I ..E6o '1 � f s•,. Rt�� :.%` a w' � � `r Ii.-� ` �%,1 �� %, I// ,f r ririiiiriii, r�riiiiiiiiiiJ,C�,r r ; r�■-1�■ -- .� ' �i��f%/ f Jyrr r �r///�/�� / % i� 1 �� `�1i!► ` �! !►R �C rr• / "� '.`/ � / 'r/f � / %r i �•,viriiuizrririiiiirr ��i/f�I/'� :..r ! ��1► m . 7 iii r, lon pop10 Fig �� .r/ //r^••i/ / ;q,., I � a ,A/.�.!�.�./�Jr..•I./,�r/.JI,♦,•♦//.:///.�./;/d r/I.�../,r/,�I/ �r��./��.•rIz``.�I'_�,_//_/-"�_�_1(/_P J/.///�/I,iI� ��!/�' /.//�//�J��//////%J�/�/� /rff� ,E/r/,r.iai.I/Jr1�i�ii��i/ii�i ///�rrI//.JriiiiiIis:t-/-�//t�i,,�l�� //rJ!/r 1�///r/i/////.aIvol! ,r///�'I:.r/��, �/ /•I,.t+�Vd/ �// ,/,t r/'/ . /N, /r'/�/�fiJ�ce'////��//�.A/rrrA�/J://�////I%//�i .V�/II////•/fr/J'�/J//�,/�/s /f////�///../////r/r.��rr _...r//r/r e�% //!r/rr r //L,//// //./_��//._--.-l!//I_!//�/ ,I\ ////r/J////�. r/�CI!,/_�r�rd/.r,�I/�.i/�l,,.,'I V, / I • , / /i , r• r� /////,.!/Ji•!�r/J.1I I� r / /,> ! // I,. ,/ rIr •i �. .1!< '� I/ /r r %r JtJ.. /I J7lf//,. mss• ;f///Jif/J/��.r" r'> t r !.-/ ��// '/' �r//f.P,,P!/B!�, �////% . � ''!// •% �//i.!ril�/,. I %r r r. /t r"f JGr�l��i/I�r r//� �I .�Jr J . r' / /// J, . I. %r r .. /I /, /La//slw.>•�ltri%Jr �%' '/ / r � / / // 2� �� /// I � // /// /�-- / �- +�/ ` •roiiiiii �� ♦ '/f// 1 %��// / /% // /// JIL. �I/! %% I,I�//I�P /A� I► J �� '`/ 'i`/ /•�•i� i /7�� r•�r�rrl� �� f��i/�iorJb� !/ / �J/ J'� --f% �% t%%r� Iiil" /� -"•�; ��a�: Q• •p�/ •i jr/� �.r.M �L,+I �I� / /�� .� ��J1J'r///./.%///ii. �r rr�rrrrrr• I � r 'f rJ°:r�/ /// /r� /� I� r//�/>/ // < Jar. r/,, �, ''� :► .F/J� •� � � �■ 'll��• circuit /I, I II I/ / �// // r�/�� /// �..f., �MI!�t'^�C�•i ' �'�-'�' ` !a '• '• /i �/// /, �/ I,•'�+°.riJ�/ / ..,n i �,+ v��i�/��.•� !J{J%r/ /// rr/,r rr�riiriiiiraurii/ir_.�r .//%�%// /r` '!�� /J'f �r� ' � _ � • .` / �f�f// J�r!/%� �r /' �r 'r � i r�% // �,�.Ji%! f � i/�� %/'�!!� ;i'/ !�" `� � a ,a >� tiff/l/''•%'-/ ��J'�!�✓//%%/ D��////l`f/''r i�''r�!/% i% J ��%�;;�'%�; r sr � /i <,r,./, ��.' � ,- r • -- 05, / /I r/ / I% ,.� I riiiio%rgiraruiiuiiiiii � � //I / iI �j� 11 , rililu�iiorl r i � � i r1L`/ , �'� IIIA//r/r/t%/rlArrrl�. , / �'�r��/J%��e / ;� i ; !//�/r�/�•/ '//%��/•/'// /iiiriiiiriiiiiirli�r � i� � i ,�/ ��t f i / t �•� • •.. / r f ...�....+..r.�..r I,�� ;/.r, �I%' ;�(f:%/� i� gum ,/ !/ ./ .� ,/ / I�A•�A�r / F�✓f /'f� I I � >/�i �l� /� ///��1f /r //��/i/f'/% I ` • . �- • rr ,��.�...>+� // /r /> /,�..�,� % ,/,iiii�ir•i.Al�Ar 'r ,/ fJ/�J� �/.�Ir a,,/ /✓ / /�� // 1 �,r . �i` �% J.r//� ' /� �r // •7` >/ / �/ r / f, /////.f.%/i��ir!/i%/////'� lt. � � r r�// I' .,fix' / r.I �� f 9 1��s,q•1 1d/°#�'r�(Jy��.1�.r Ir�r��I�P/J/j/J',..!/.:.I/�s/v 1'�/.%,/j/.�f j//.///./�./...///�!I.s�.�J,�.I/,.�tII.j...%/•.�"�i.i�..�/...././tI•i rI/f�'I/��'%�('/,�i f ll//a�///v,//�Jc,i.,',,'%.';r,/u,�r,/.///rl► �rirI�lrnir/itii-iarr�� /.%r�//rJ+/i!ri!:�i�i//ii!firr/ili�i/!ii!/i�//J!•rr%l;///:a',•r_%i-/l'L i/'%r//!r-J.!v�s!�!r//r.//!!/!./!t/'/rr/r/Ir//:IJ/I..//!�/./r r�A��I,.!///Ir/i�//rl//'�i�!`rt/�i.�'//�/�ij�!��rrJ/�i,Y''%�%//a`_f%rr/..,%r//•s/J./,/„J,!rI/:,c///J/�///////i�/rr!`/!�/!r////ii/!//.�ri�moJ lliGi /riyA!/!�lt�uiul/i/�iii/i/i/ii////r/,,6.._r/I/./+�/'.'i/•�./�irI;uJ/ru*//i.i/i!i�u/if✓//eJl.�i,iai/i�r' �.///i/�//I//,roJ+/I/.//I/��sr/Si�//i<l//rJl///ri!!.'�/../J�-///7,r,./Ur/.//.,!ri,r�ri/�i/iirJ!i!iij/i/�il�/r!il/�i,.J/i��/ieiiir.r r ta»/`.////�/��/��/�/r/�//I;�'',I��I/;,•,GirJdl.'ef,./r/////r/'�r�//.t.,II.;I.I f/A/1��///I�/�f r�Jj/'JIr/,l/rrI+/�//GI.,,I./�//��,�j��/��%.��f�p�///%//�/// %r�/✓//�/�� /.f• dJ/ / I �/ i / PIER Ir. /,/////.�/�//i'//r/Ir.�l Ar%i///'ir/.��/r•v�'i/�/J�JJ� 01. !/ rJ/ / /// 1 / // �/� 1,,I/NI / J.l /' /�% iiii:iJ�///fIl/////I�/f��i�°'/�%r /////!!/IIr//�//�//�!�////,�/1//•///.// 1I1��3,.8N-f(i.�—�►.r d.�r.I:� ,j lr ' ��a/rr�rc♦rIf//r%/ rr Ir♦�/!i�-rlClrlr .. � it•.,t s' rf ; I /!, I(, s• •� • r- //JII%/ viiiii - f//%J�/ /�%%// i r//. rililriri riiriuirizr .. /rl/ i. / ref r... • /IWr�///,:� / ��, f.%/ri///lrr r►!//!r///!/J.' / ..111 I■� ''� ��f •s / rff/f. /I/�i�/,�,i'!,/!/,/!r!/ �� _� �� /��'r //' �!,.�.�r,•� r/,/ ¢fI�� i��+128 .a �` -;� � /�/� � .:O''fY"/ /�� //' rrrl�•.I ��?�i�� i(►r.� r� rf •r t ,p r/ l a .� rI /��/i,1/'��/!/�jJ%� � ,�f ..>� �/rf,r�/I // / I- .� rf� /,� � • s�/ � �ii/iii r .iiirriruiii ��//!/i.�Jj�J#// � � Its/ � II //� / // I rf r• .•' N '/ clic i i• ®' / i� / / ,/ / ruiiiurii r r�� i �� . r•�viiiiiir//' / / � / / / r I iii /, r_a �i �t ✓✓ / � of //�� i , / � / i.• clic / ' . ,✓" � / /I � '� i P, r Aiui , / I / � f �J - __ _-_----.._Cllr•/ / / /� / t” � / fir' r , I r t / r/ / r /1 .. - i/! J / �/ r ., Ir it / /�j�� / I r /// - ---J/ / // I / r� rromo � , � I //t/,�i / / i J � � // r r � F r ��I I .f!/ / -- r gg, / / r, // ' `; / r / r , / r� / -- / rf / / /f r r i/ ,/• • ./ r/�`i/ C,• rI r viii J. �' l�, ' ///D -..... , r / Olt .� vfir m/�Ja2— PIE EPA �/ //"11501 ' - /%, J, i ,/% r' JI //f//.��ir//I%///// + ., /,/�'�// % // /.1 firr r' r / i!/J / �.l.:-,. / �r/ rT .r % f : /.r ,, �, � f SII► f ,'rr/ r� / moi- Po--- 14- / � / .� -"_" r • / .///// MATCHLINE SEE SHEET L-3 N - -. 332 CL 1 =30'-O" !. , ! - a 15 30 60 #_ - - - - - _ , ! WNEIg -. LD w Y £ 01: #339 .. W ;. Z # t 9A Z 8 t i w Q 0 ..t Ill y. LU I 44 � LL Ldw A 392 W L to U a _..I 86B ` irl. ce I WWW a o c� 6Ctt :I. _.- ! , r #351 V U U t!3 0 to R _ ¢ Y 7/�I r ! ¢ ¢ m I ' I 1I GAT m p to -. co JET -J.. Z w 3186 C #72 `�}: i�! ! } fill r,. 36 _375' !•_ a #71 ``� ' 3A I 81 ii #79 I r I �S� 6 oN� 78Cq, {... I. t ,.. W O 15 Cts � co w O -!,! ! U 77 } /10 LIMIT OF PARKING LOT AREA ► _ �• f , Iit 11 12 t � i .l : ...' €---5 - :I i ,F L.... eel,;.... - i- � 4 i�... _ �, --3 1 _ti , i, n 176 _ C .li Ir.,�, ,_�.I:i:_-.!r I�---3:i��...I !.;:::;:I !::� !;�`:a C�:...E€:i_�i :....., . .:_._ (:•'_i I,:_:�I�i s:�!f i�._.:I!'..:::;.[!_..�!I!::.:. :_f .l ,aI!!�-"I;I;-i:�--1��--:�:fi--�C 1.�; #5J -', a __ ?• '-? _• -•�� f i �! _ I ;II ,I ... I€..£ I I { !! i;E -:E.:_..:. :E.;..#i i II!7,11 1=11 - a I;::._I 1 r.:.. l:t:: =1 I_.:.1' ,---1117 E C- ';�I i! �1�3! {�I C-! i L___I i�i -=.,I��I!i_.-,;-�;,;.�.-,I I-��[ ._...�,:__..,i I�!C`3..w-j€ _.i(�---_L_.__ _ -- 1; n- t�#.;».;1 : .. ; ..,I ?-.:.I C-3[{-=? f. !;r fi I^!}I�-.I!N!_,-1 11 - �" -I !I Ila I{II�I ?_I; - ;E----I' -_.. . ,.. ' � n � ,;-I i I: :•�-; I F_-.I�.-1 1, 31=1�4i1.-1: �I ,I . 1'^-~✓i_I f :!!: },: :'. : - [i ;{..-:I£- a i 1E3 I E i-i I Imo:' £.�_.:I:,-.-�;#.!-�-j_!£:-.-..1;I�-�-;! 1:: :1 i.; ......iiYS ' �..£1 I.._», ' _.{ _ _ .3 1. I{� [€ `-� ££ C:'�.;.i �� rU-1 .�1,?-='-!1;-_..1 I:moi!°-}1a}t'I I,w I E;I:a► . . �".•_I._1I=_i .!.,I .I-.}I_! !.€I }.. I,£;�-=CI?` w!fi!:; 1{0:...Ii-.:[_:('="^:j I=, I 77,111=11j.=1 F. I:: - _ : M.-- .111 i 11-1 4 L ` R ,"I;-Iji I I - =�', : - ;= "`��1I,.--:f;1-{;,._..._i;1::::..!ii:-i1�='!; _1 LL i �� I la I i_, !_.#I;-?I,�;I€EI I!a�_.;_,I_I.�,.=_I»,.: �.;!I Q1 C- ::}I..:r I�.�:.!_{��!!E-.�,I��,..�.��-I_! `^^ ,=! I--i4- I- �I-_ _1 1 I Gt--::1 7EI}EI Ia i WTI E!} �I(==I a{I_ }I.�I!EI aI} _I 1!a I!=1{la{;wI _�# 1!=f -£ l-I - {.Lt_:_;" _e .0 _ _ !.._1 _.1 _.I I_-1 ___1II ,!IT . 117-1 1_-1 !- - - . � [:-1=1= _!_1'C_ l�3 ! ::I'1'': 'I' _1E! --! ,,.w., 1=11 + i i !.��. i''-1.�.m-!i_i.,. ,.I•.y.'w!i._.. I I__ ! :.- ., II.._:_,I it€C _.!I I. !_1-1 -1 !-1 I f I i -, Arthur M. eidel , =r Z Y II,I I11= �0, QREHa I N f F ---! #63 a ! C'. . ..-.! t{. .=! I I#I I ! I C _C ,: !�!, . , ]0/31/15 la 717, is 20�I I P R . _, ..i... ...... .. -^{i•(' (VALID ONLY WITH SIGNATURE).__C#61 ... ' x �^ - i ' iEi-�mmi I ` .l_I j4 I_ I 1 r I'I I_.I:- ° �i o '...,- 1- , -# 7 ,r :# a d #60 � � _ ... },{ fi I 1 C - - - i_.-1 ! i } j -- v, M � ..._._I-'(s�. .��_}.�._I,'-.=.'11-11^-S 11=1 .t-..-I^-'-�s�•IY,?^�i„-,- - - _.3_ !._.��.�...! !;.-:1 :IED Ila I�I.�-;IUE t t i 56 W R , . ,, - , - - - I �y.�� .,...».. Ii_;I,i_.,.! !. :;! C;:; r_I ';i :r1!I. .1 j i > j._w_1u _i _; r . _�I Imo_i- w , w I 1 I W W P __I:•_ I:-_ ;I__:I-:�;# i-=,,I_i I ^'i I {i-< 5' W W W :,..V t I :� i _ e;t tit I =i 1. 71 W ._;. .fi ,I. .1.I'r-1! ._.I t 1-. €{.:.-C' .:-1€I_-1,I•_!;I- :1€I.- i€1-Y:I i I..:..I I-1,G._..!S I_,.a.I`._-!;1-- i{- x [ I,,., fi .,:- W W W ____-1___* C _ I,, i is i:-;E:-I (t) ,_ ,_. i .�I i. _!'�'I�Com,�i.� I I��I I-�,�[ -�:I--�!I....�1 i�!11_I i i__i I!=.-�(1.-!!j_ - I ,__ �.-:-- i . !?l�w:. !�I .;1':'_�1 I.::.:"i!I:�I N!!;-,£1.--r;1=�1;{-� r_�I€i�l?ry-1:[._::;I I I--1 k- c Y a i'=1,I.,_._,I.:,..;_'.-::E�..,.r1. ,.'f4 :,. .. ,.,.,. •. i ;i f-`-i -:i€-; ,-, -t - -j i-.€# - .__,._, Q '-'-;_..... . _�'-_.�^ : .2. :.. . :,..__ __�-,_._ .-��^' __._ . =I_--- C.i_--.I:==..U=1l.L1...-_I"-=I_'�s.l�-��.I..-^�_I'- 3� •�� moi._.. :.. ''pp@ .. -f i 1,�..E'__ .._[€•-.i;i } _ I .. €-.i_, :#_.# ,: .__;:...._. : ...... . .,_.: .. ,# I_._.�, _^.11,.-1:I::.I�: __.:;!__ I...._I.I�__:I _._ __-! Ix_..1:I,_:.!:I_�I s .__:I: 'x_1:1.-1:1._-:•1.i.._I:I:..:_l 4!:__.I,l._._:.I I I.� ' Ld .....I.I_...,, £_-.1,}.... 5....,#£_..r?........ F X46 _ i I. 1 _# r.. ?i: I ._._.I_€'�iii i:...._.?11.E=`I-�` �E �-I:.._.: .� !i��:. €�I _: rte- o U p i _ i;~ C#-. I__:_, __:I!�!I��I!�.3 i_....I_ {-'•Y•#.i= # ::--z i.,€;!.±_a:: i.: i?.:. .:. ,E-„j;E_., _ !{- s E } _ I I -I; - = ? _1....._ ._.^-I i I_-.,- .._._€{_..,. I_:, .1.. . , ._.�!� .....I•i-:�-,^.{;1-;I:.--.I _..__!,I_.__.I€1=- , __-, _---- !.:- i- ; :- .._... E..«_.. ' _....... ! ...._,.. ...__:._.__ . ..._._Ill=-", : .,._ :1�. i1� ,.�1. �.i . _�, .I,I. ,1 ; .I�. .{!� .i,1. r i 1�1, :1.._': ,1�,. ,I !. .i�,, 1 ,, ..�C, ! _:I. 1, . I. ,{°~-1!-_#M.!? ��-! !-. I,._ _.:I!_I€-,1=-i I I-� i?-.-I .,� I',� I I_.I I_!i,_ _!i--I___-:I�. cn r { ,# � .. - .. ._ _�"}. i `�. - - .£'� �� - i i� - ! E_i _ i � 1--.-,€ #,.-_.. £ , ! r i £ _.,. _...-_:_...... . _... . .l,I. I I. �. . . . . c�`'i I -, _. :r :I I. I :I: .��- I' i{- �I(_ --rte :I{..�1i I _11: _ ,,._._, ......_,; . . ,..._.. ... .,.._... ........:. ...._-r...__ ... , ,, 1£ :I ° _ : [r ; _ :I !_ _ _ i 1 i i : _ : - ; _ i - - € -- 1- s .i? _ £ -.. :i_I i 1 KEYSTONE _. 1?_ : __ : _,i ._ . ._. : __ . _[ _ .£ :i__ , _ _ _. , - }_ € I i i } r i_ € _ ?_ [ _}; _ [_ = } _ i-(€ _ 1 i .. �4 £ t I , - i -' i - i ,:( i I ...I' .. : ... �I..._.. ! __ _._._�..^.. .._._ -.._.. __.... ___ i ___ '__ ..� .. � .._. I _._... .__ _ ._m:' i t_._.. : .._._. i ^.-. ._..._ ___i Z } _^ .._.. : .... : .._._ _ . C !: i {. I I.i. i i ` J.rl:I--1.I__..I:I_.._,.L,.._.I:I-.._I E 1--_1:,__..{,I_.__.I:1-1 i,,__., I_._.I L. , . ,.._ . ..__..1 _ , , _ : . ..!.}.....{ C,_.... .i ..- . . :.....: �_.__! `!.. .:{.£_�I {.[. ,^!.{ .IlI. ,I, f 1. I,: C- ; I I,.. I. II I I.. 1_l. .1�-f _ -'! W I {. I { _ _ _ _ -.1- _. -.1 - _ ._. �. _ _.I I _.! I I;-_: :_;I;... _+ g ._ . . , # I. , - , ,, 1. t . # . . : ,1, - .I"�"I'r I�.I . I: .I I. { :-:I ,: 1!_, 1....._. I..._.._, -.I:�I:�11�:!;_._.:I ..�;I#-_€} �:I;_-;,,- 0 IWALL ,, �-- , i __._ . .._.... . . .. ^_._., .. ___ . _._.. ..... . . _. _. . _. I ,I .. ; ._._.. , _-._I: ._._:. . ._�1 I i._._1 i C,__. I I*m ; _._...i __:.i ..___l;f.__._I _......�.1-{:i,-1'h-1,---. __�, __.. .{..._._ -__. C_.__ , .._._. . _-_ � ..._.... . _..__ : ..__. _ j{: . .. __._ ...... 4 .... : __._.:_._.. ,..---I. ....._.. .�.#.IT_. . ..... ........�.�1: I .�i. #. I i ! j , I ,. f C. .l i. I-f .1 I .I ,fi 1. .1.1 I I. .I. I I. 1, . I I. I.I ,:. I r, .1 i l"., { .i. I,I. I. . :I I. .I.C .I . `I.1. .1 1 � ._.1.,-_.-.,_# . {:...-.l. (,, I, :# .i e ,�,. .,�.f .E. moi,,.� ,I ...3_i ;{, -._. � :£,..__; �,; �,.(' i-_£ E__. _._..,F :�, 1,_^-€£I-_E -__;11-; �€ _.•,i i_; ._;#;_....., :�; 32. _; ^; - - - --� _I_ I-.�'11=111-11 - -- to _:I€moi _I-�-. �.{i� 1. �[I---3 _k1! I? . 1 !? ,i" Ii _ _(}_1..... 1i_, ..R i!_Ii:_F};_ . ..-_ , ._....._i.. : ._. :__ .__ ___ • ....d. . :,._._: _ , -_ :f•__ ,_-_ , ...,^.., .... : t _.._,_._.. . , LA�...i[ _..�::::€!"_::_ [ ,-f: ...._ ._.t r..... -. --._ } ; _i [! ..._; ...... } ,r- { £1 'i i ;i _.._. '_-... .._..,-_E _[- €"'-"-#i £-^i €-!i --'•i£-i - ! ,t w _ : I--1 i.I. fi Ii1,._ :I..___!.I,.._£:F-I,(..__.I:1-1:I,. ?._.. i r•--I F__I'I-1?-I,! I,E_-...I.-1?I__£€!,,..^,€I- . 1-1#1"-:.__.!.I- . }-_...,.I. .1 I.._,.1,1,. :. .-. : .:_..,[,,_.. , . ..,.i...,... .,�!.C__l.!�. .i.,._.1.F. F, F-. ! ,. : . ! �: C I: I x ....:J! .£. .£' ! ,_; -i - I"'_ ? -...-iii_.,_ ^'€ -i i. -i!;^ :£;_._. -E t '-"'1 - I._ I: _.i: i�,Ir_:1 _iIC . I is I ,[ 1.._ i _. ,; - . �:[ I,_:1 I. I:_ cC __. _-- _ : ._-^. ..-_._ . _.�... . ._...: __.. , ._._._ ,__... . .__ . ___ .___ __. .3__--,__ _..-. . _.... - ..._... . .:_._ . _... .__._ ...... Z E t o-.__:'g-E--�... t_""_t tt..I_: _._=.i i.---F€:...-_. .°___ :._.._. , »__###.__.!r•-..... !t_•..... .___ ;r._....i__- : - :-x. .,..__.... ..._ i r.' ! _"__ , _-.1 -^ 1 Dir 3 #. ., i s:.._,.1' - _ :_, _i..._._ 1 _._._ ! -.i E- _ ' _ 1 I�.1 E_i_i q __... _ Z LI'•! ..._.. . ..._... . ...._.. . -__..:((____t} (....__: ..__ : .......+, ..-._.. ._._•.I:t_... .I . . . '.I,1--I:I"=:1:{�_-'.1�,_..... r�.._�!,6-__..I:i__..I:}..._..I:I,.._..I,t�..11.. .I,I. I i--€.I• -1 �I.F---i � I.1-1 i, .13 F. ,I I �.I .I {, .I. . � I. I.I. : 1=_'i. .[-1 i: .I. _ .{ £. .i,i...I i I: .1!I-� I----I.1-1 ,1 • _ N ZLo _. : . .._._.. --.. ..__. . .__ --_ _ __. . ._._. __. -__;.-€ __. :_'''-^1 I._._ .... . __� ' `-- �=�'is � _' - _- I __. ,L_:�: "r* 'I_�..; .._l;}.^{ •.�:I{-_... ;'�, 1= I� N N -p �- ! :_.E€. i.I ,IT_.I.I .i, -I:}-1,I: .!�1-I_I: ,I�I _I. .�.: I i, e I.!• ,}�I--E 1: I1EE: :� 1 I 1 f I, ,I t: 1_� I i. ,E_I,�I_�1`I, ,!I: :1�'�-I ,I_ . ,I_1,{.1� !I_I [,. !�. .1:f-1 11 ,1 <C _. ..._. I.-E ,�-,I i�:I i}..�;I€ ._ I�.._[I_E-: ..=;1. ;i 1-�:!!;_ i I_.:,E_€I;_;I i.,..�I ---�I 1 _- p N ao a ...._.-. ..:,_....^:1.--E 3:^^^•^!i. . . ...I r-••i: I i. i -.1: __i.• , ...�.5 :._ ..__. 5.�._• •_ L_•_ •-_. --�_._ .____ € _.-.... .u.-». -_«.,. ._._.. ._._ _. _ �_'....__._.. __._ S_._..I. ........ .......f _._... .:..._. ._._.. ._.._. Z __..., e ...__ i'��I[ ...•`,: ..__i #�. £=i...._.I: •-�. €,......_.1,..._.r,>v._.#. ._._.,_, ...».i, ... . ---S 1..._� 1 : 1 1 -..• i 1 _-_ i ,1 3,I �t 1� I {- -i_ ? _;�' !i : _i _ l-_.. _ s - -{! ? }- L - + _ I' - 1 ._ !{_ } ? X11} W N 00 - > 41 39 - _.-.... ...._._ . .. -( __._. _,.1._rI ! r.r^..r.I_:.I,1,.-I,E..s.,.}--1.C - #Iw1.,. I:I.. :I;C:_^I€i-�__,I:II:i..__ :I�_l:,.: I I: ! _.._I I i--1. . .} i:. I'1=.._,.I;I__-i#I1 1._:1 i } a, ,i, . } ,,-1 I-1,1:'.. o -..-1 !-.�I! �I I-�.::1 �! -,![_.[ _ I jam: !� �i 1.- -I�-i;__;r� c� .- _:'; I,- i-iii-:1 i [_ ;i• I. . :,. . ?1!_;I: 1 i I:. I;--``€_I , .1-_:,, (�I-_I_. : .._ . _.._ , ._ W_ : __� . :.1_I. . ._._, . .I_ . __. : ...'- ,.....: ..{ z v, 1 __--1iFE i ; �,£ _ = _ _ I _ I) Ei _ i(- j -til- I I t,J Q . _..,, : I. ._:I:FE11 -1�I_;!_1=1 !=1_I I:--1 1: -}tel, ..!_m_,1_:.I I--i_G I g� 1w..,:I�.-I_1.. N �1 I-'I --? = -_� I rte!I� ��I 11_.; _I 1 I� --![..-�°I,:.� "° n ca `• .,I i {=.. :!..: : '.>£-t._.'=.1;_;I. , CN v I_T_.1-;1_E 1' -.�'~;-v. : .1.:. . ._»I. . .__.^ I i- -} 1 = '{:. - I -'j 1-= [ Y I f-_!I I 1 is=!- =1 i!:- -i=I 1 i= 1 I Imo{i i-+ !I...,}�,..;1�1.-=�11'�..1 I. ..:,.C:;-:{_`_.C.?:_.., I£�;!�. ,I..!-==iv}-111. -,�I_I;�=1_...-.I�r_.._:.-;III.,.. : --1�I--fi.�;.,-;T. u� u� c� z � IlaIii-�lIrlEdI=I =iIl�I=-^II;- an _.-.,• w �. = Z �n �n i'C -:Ii --;E04 04 M 1',.%1 �u ,H a 1 sdo, 00 Z b . _ _. w C�4 , �✓ �� C71 NSJv N N wo N z '0 t 0 ^ N J �- TREE PROTECTION M FENCING - TYPICAL SEE SHEEP L-8 FOR � DETAIL C4 04 _ G i . i • � o • r.wr.w.+....srwr..•s.nrwsr co Z jR 0 15 30 60 ; — TREE PROTECTION SD /� o W i t t FENCING-TYPICAL Y.. rt MIM ! SEE SHEET L-8 FOR 0 o �.. - DETAIL .wwwrrwrwww •wrww r - rwwwrwaw• rwrrwrwr � � ._.. o CL a dUU w z a} o 400o z a z SDzo W a \./ SD O 4- �!�!J SDz + w i= z W +- W ``- J .wwwuwr+rraw.rra•w wr rarww +«...www«wwnrrwrr r.rwwwnw t---•• ' `, T aV) + O �r � w o ' TREE PR v W 0 SEE SHEET r ^+ • ......�. FENCING T _ ( ----------- rr.swrr a.rrrr www...rwrt w.rr. Lam' a: FOR DETAIL cn v o Q iF- V Q ® O p + www O V a a- n. Q o tieiCD CD 0 °- - - o rI QQQ � QV to M M _ --------- / h 00 r I z I t : I F i • r t 1 i f i 1 { i / TREE PROTECTION FENCING -TYPICAL SEE SHEET L-8 W A • • �. .' 1 / FOR DETAIL , 1 1 j04 j V♦ 00 1 i 1 �1 -� aa ` O a = j/ _D \cr)� ! o J ! ® ! 1 t ru J t t j @° S TE J , i I i i l r ! 'tz� strv�» Art M. Seidel @zlY" i i ♦ F � REIGON/15 -^l P , (VALID ONLY WITH SIGNATURE) i ► ` 0 ° 0 4 i N M Z 1 'f : � s > r � �.i. 1 r I r r 1 i i N r t r i r x r m � � o J W CX r , 1 _ Z> ' O z � cn g o Lit r i = X off Q zLill Li i • i i NNN cn to 00 M gZ Lr) wW o _Z N • • ; i ! LC) Ln U' Z c\D I ; 04 C4 Z Z _ NZNN •---_� i i Cb W 4 d- > E r r a in 3 r t "✓ d�� CID :,. Z d t G° v 1 � 1 C4 0 P z N o a W N �} % . I I � . . . I I � . I . I I I . - I . 0 1 . cm . . 04 � . I N I � . EX181ING TREE CANOPY TABLE SEE THIS SHEET TO THE LEFT FOR CONTINUATION . 0) . . . TREE SIZE CONDITION PRESERVATION OPEN SOIL COVERED SOIL TOTAL EXISTING MATURE % AND AREA OVER QUALIFYING PRESERVATION TREE SIZE CONDITION PRESERVATION OPEN SOIL COVERED SOIL TOTAL EXISTING MATURE % AND AREA OVER QUALIFYING PRESERVATION TREE NO. SPECIES ("DBu) RATING RATING VOLUME VOLUME SOIL VOLUME CANOPY CANOPY PARKING LOT SITE CANOPY (YES/NO) TREE NO. SPECIES RATING RATING VOLUME VOLUME SOIL VOLUME CANOPY CANOPY PARKING LOT SITE CANOPY (YES4Q) :2� - " -'�r& I'll, � "i � a ,�-g -11, - � -"'w' I 1:: � " -1 I ' - - - - - - - - 1. ""' W�'�11'1'0��5�'�IW7 -'�"M`wf"'=111111' -'s- -1 BLANK - - - - . �` `1 ,.,, W�4 , i 715 A A A , IN 4 ag, 0 N- .-`��`0120-"""&M-R-"PPk-�-�i4 11, 21-1 i"-1 i : - ' '-� w 0 a FRAXINUS LAnFOLIA / OREGON ASH 2* 3 3 OVER 1,000 c.f. 0 c.f. I 1000 C.f. 19.63 31 706.50 31 NOT A PARKING LOT TREE 706.50 s.f. YES 73A ALNUS RUBRA / RED ALDER r M/s 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 28.27 91 1256.64 91 232 295 $1 1256.64 31 YES co � - 04 -j z (7 C FRAXINUS LATIFOLA / OREGON ASH te 3 3 OVER 1,000 C.f. 0 C.f. 1,000 C.f. 19.63 s.f. 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES 74 QUERCUS COCCINEA / SCARLET OAK 2* 3 3 OVER 1.000 c.f. 0 c.f. 11000 C.f. 50.27 81. 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES i-) 4� � 1 75 3- M/S 3 3 OVER 1.000 c.f. 0 c.f. 1.000 C.f. 78.54 s.f. 176.63 91 23% 40 s.f. 176.63 9J. YES M 0 w 9� D FRAXINUS LA71FOLIA / OREGON ASH 4.5' M/r 3 3 OVER 1,000 c.f. 0 c-f. 1.000 c.f. 50.27 91 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES ACER CIRCINATUM / VINE MAPLE ' ' M r - Ir 91� �" . 3 3 OVER 1.000 c.f. 0 c.f. 1.000 C.f. 19.63 91 706.50 9-f- . NOT A PARKING LOT TREE 706.50 9J. YES � 71*3 11 "'A"; e"'�'T-- 11 'S", - 41" uj .0 < p: E FRAXINUS LATIFOLIA / OREGON ASH 30 - � � I -M-1-ler I 134 luw'"'M 'I"I 1, %, 4. R'm I 1= !R to F-m � . 1-1----11-1-1-1-7 "-- ', wg';��w'r�v-1 s- -1, I V, 4�1'��Iwl�;`4�xq�'.' 7 ":'�o "",-, , -"'�7' as a 5; " j!4 ""'��'.lq'�z4�'- ' �='� ��y L -1 -142 -1 ^ ,�' " '�--� L g -* . � �' 't'�i-" 11 v - "A- i�-"' '" - M , imam I ,&g � fg � n4o%k r) 0 (5 , "g 1 A04-14-0- -NEL@,�-� ' I 'j,im 'W-Wr- f'. I I - --+- Q� & >- o - z j , " - ' - - � , -bkMUS *eER'FeLA / LeNDON PbkNEFREE 11 '-;'�I�'g"ry, 4, 'r - 11 GYM 1,000 e+ 0 ek 1,000 C.f. 490.87 s.f. 0% 0 s.f. 0 s.f. ym ,,- , g , 'Q"�I - ,� i . b ",Z� - � ill � �g ;'� � '_ , - �'-y "I M , 2 sw$�� '11 .1 aggam � 78 ACER CIRCINATUM / VINE MAPLE 1.5* M/S 3 3 OVER 1,000 C.f. 0 01 1.000 C.f. '50.27 91 176.63 s.f. NOT A PARKING LOT TREE 176.63 91 YES w FRAXINUS LATIFOLIA / OREGON ASH 2.5* 3 . 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 91 706.50 s-f- NOT A PARKING LOT TREE 706.50 91 YES .. 79 ALNUS RUBRA/ RED ALDER 1* M/S 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 50.27 s.f. 1256.64 s.f. NOT A PARKING LOT TREE 1256.64 91 YES L 0. 10 . 1 3 FRAXINUS LATIFOLIA / OREGON ASH . 2.5* 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 sk � 706.50 &f. NOT A PARKING LOT TREE 706.50 91 YES An - QUERCUS GGGQNFA� SGWO OAK __c I I OVER; I 000 cf n &L 11,000 " 3957 of 0 of ox 0 at 0 st YES z 0 < a: z 3A FRAXINUS LATIFOLIA / OREGON ASH r 3 3 OVER 1,000 c.f. 0 c.f. 1 1000 r-f. 19.63 81 706.50 gLf. NOT A PARKING LOT TREE 706.50 91 YES - am QUEROW GGGGI / SGWAEF QAK -- 2. 4 I GAR 1,000 e+ 0 e.fi --- cn 0 z w < 0 4 FRAXINUS LATIFOLA / OREGON ASH te 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 3.f. 706.50 9-f - NOT A PARKING LOT TREE 706.50 s.f. YES - 1-.000 e+. 28.-V a.& 0 G.A A% 0,64L. 0 9-4. =--- Ld F= I I I 1. I .-.1 I 0 < - I ?` , , .---.I-,-- I I- - ffil ,I ' , I . z Ca < - I "'� -- ---- �' mmj:-# . 7111147'A :< - -�?'V--' ' m'�=' , , z 0 � - __'�_" &� ',z V IT � I ---- i , �! 2- 0 � I= < " �i MANOR I z w 5A 82 ,ACER CIRCINATUM / VINE MAPLE 1.5' M/S 3 3 OVER 1,000 C.f. 0 C.f. 1,000 C.f. 78.54 91 176.63 s.f. 31% 55 s.f. 176.63 s.f. YES . 0 w 2 I FRAXINUS LA71FOUA / OREGON ASH 310 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 91 706.50 a.f. NOT A PARKING LOT TREE 706.50 s.f. YES � M . . OVER 1.000 c.f. 0 c.f. I,ODO c.f. 19.63 s.f. 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES 83 ALNUS RUBRA / RED ALDER 1.5* M/S 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 50.27 s.f. 1256.64 s.f. 28% 347 s.f. 1256.64 91 YES m 8 --.. 0 so FRAXINUS LATIFOLIA / OREGON ASH I.75w 3 3 - . I � 0 LJ () 823A ACER CIRCINATUM / VINE MAPLE 1.5* M/S 3 3 OVER 1.000 c.f. 0 c.f. 1.000 c.f. 50.27 s.f. 176.63 91 35% 61 s.f. 176.63 91 YES a. 0 = 1 5C FRAXINUS LATIFOLIA / OREGON ASH i.75* 3 3 - OVER 1,000 c.f. 0 c.f. 1,000 C.f. -19.63 s.f. 706.50 s.f. 5% 33 s.f. 706.50 s.f. YES 83B ACER CIRCINATUM / VINE MAPLE 1.5- M/S 3 3 OVER 1,000 C.f. 0 C.f. 11000 C.f. 50.27 s.f. 176.63 s.f. 33X 59 s.f. 176.63 91, YES w L b w co F O 50 FRAXINUS LATIFOLIA / OREGON ASH � 1.75' 3 3 1 OVER 1,000 c.f. 0 c.f. 11000 c.f. 19.63 s.f. 706.50 91 14% 98 81 706.50 91 YES . " En C.) 0 W < b .j � 84 QUERCUIS COCCINEA / SCARLET OAK 2! 3 3 OVER 1.000 C.f. 0 C.f. 1,000 C.f. 7.07 21. 706.50 s.f. 40% 285 s.f. 706.50 &f. YES w ix ffi 5E FRAXINUS LATIFOLIA / OREGON ASH 1.75* 3 3 1 ovo 1,000 c.f. 0 C-f- 1,000 C.f. 19.63 91 706.50 s.f. 11% 81 a.f. 706.50 &f. YES w Lj a: (7 0 O 1 85 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 4' 3 3 OVER 1,000 c.f. 0 c.f. 1 1000 C.f. 113.10 81 314.16 s.f. 31% 96 s.f. 314.16 a.f. YES a. iL (L 5F FRAXINUS LATIFOLIA / OREGON ASH 1.7e 3 . 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 s.f. 706.50 s.f. 20% 142 s.f. 706.50 9J. YES I " ;�"� - agg,gwi' I-- ,,rjmmw� '� , " IV VIM17.15rw . - . I Rmw I'J�"" ' " p "'. -"iM ' ' '01' "k,*,o &: 7. - I 5G FRAXINUS LATIFOLIA / OREGON ASH 1.75" 3 3 OVER 1,000 c.f. 0 C.f. 1,000 C.f. 19.63 91 706.50 91 13% 94 91 706.50 91 YES . I W2, g ma", 4� mor I I P.M.MINE MOVE' liix Iffill 0 �-- � . 86A PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 2- M/T 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 50.27 91 314.16 s.f. 5X 127 s.f. 314.16 &f. YES . 0 C.D o CL 0 1 SH FRAXINUS LA71FOLIA / OREGON ASH 1.75 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 s.f. 706.50 91 15% 106 91 706.50 91 YES .) --a -*j C, (7 cc 51 FRAXINUS LATIFOLIA / OREGON ASH 1.750 3 3 . OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 91 706.50 91 6% 39 91 706.50 s.f. YES . 869 ACER CIRCINATUM / VINE MAPLE 1.5* M/S 3 3 OVER 1.000 c.f. 0 c.f. I'000 C.f. 1 50.27 91 176.63 s.f. 2X 4 91 176.63 91 YES Q z < 0 86C I PRU - M/T 3 YES m m - 5J FRAXINUS LATIFOLIA / OREGON ASH 2" 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 s.f. 706.50 s.f. I NOT A PARKING LOT TREE 706.50 s.f. YES NUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 3.5 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 78.54 91 314.16 s.f. 34% 107 s.f. 314.16 s.f. �- �- � I 0 U 0 � 5K FRAXINUS LATIFOLIA / OREGON ASH 1.75* 3 3 � OVER 1.000 01 0 C.f. 1.000 c.f. 19.63 s.f. 706.50 a.f. 5% 38 91. 706.50 91 YES 87 1 ACER CIRCINATUM / VINE MAPLE 3- M/S 3 3 OVER 1,000 cj. 0 C.f. 1,000 C.f. 78.54 91 176.63 s.f. 22% 38 81 176.63 91 YES () 0 in () I � - - " -� ' , 'm ' - '--- - 11 �' - A ,"-�-A N- -,"L, -:' ," 14 6 un-, - cn cn cn m �b��gjW � �', 410 '_ I NOR I- "W" 11-0-il- MAN "11711 I ME � '&bWR451"�', ' m m m >% 5L FRAXINUS LATIFOLJA / OREGON ASH 1.75* 1 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 s.f. 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES &I -11 1* 59 - .' . 1 57< () 3:: 5M FRAXINUS LATIFOLA / OREGON ASH 1.750 3 3 OVER 1.000 c.f. 0 c.f. 1,000 C.f. 19.63 91 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES 89 MALUS SPP. / CRABAPPLE 3' 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 78.54 81 314.16 &f. NOT A PARKING LOT TREE 314.16 s.f. YES < < < m w a) . 6 FRAXINUS LATIFOLIA / OREGON ASH 2.50 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 s.f. 706.50 s.f. 22X 154 s.f. 706.50 91 YES 89A 'ACER CIRCINATUM / VINE MAPLE r M/S 3 3 OVER 1.000 c.f. 0 c.f. 1,000 C.f. 50.27 91 176.63 s.f. 32X . 58 81 176.63 91 YES I to n n . AMN - -i � ---I-- ---�-,---' 0 W , I I I I m W: 0 1 Dg�' ,. i - - -4-- � 1 '07 , , - A 131 1 r - 6A CRATAEGUS CRUSGALLI INERMIS / COCKSPUR HAWTHORN 1. 3 3 OVER 1,000 c.f. 0 c.f. 1,000 cj. 3.14 91 314.16 91 9% 27 91 314.16 s.f. YES gm I INAMW 10 � - a '7:�,,,-" Q .. Lo 7 PYRUS CALLERYANA 'CHANTICLEER' / CHANTICLEER FLOWERING PEAR 1.75* 3 3 OVER 1,000 c.f. 0 c.f. 1.000 cj. 7.07 Lf. 176.63 91 NOT A PARKING LOT TREE 176.63 sJ. YES 91 ACER CIRCINATUM / VINE MAPLE 4* M/S 1 3 3 OVER 1,000 C.f. 0 C.f. 1.000 C.f. 113.10 81 176.63 91 NOT A PARKING LOT TREE 176.63 s.f. YES C,4 N - � 0 - - 4) (* - 7A OVER 1,000 c.f. 0 c-f. 1,000 C.f. 19.63 91 706.50 a.f. NOT A PARKING LOT TREE 706.50 91 YES . 92 1 THUJA PLICATA / WESTERN RED CEDAR � 14' 3 3 OVER I,ODO c.f. 0 c.f. 1,000 c.f. 113.10 81 - NOT A PARKING LOT TREE 113.10 91 YES 61 1= . P%. . ' I FRAXINUS LATIFOLIA / OREGON ASH 1 2.5* M/T 3 3 93 ACER CIRCINATUM / VINE MAPLE I- M/S 3 3 OVER 1,000 c.f. 0 c.f. 1.000 c.f. 12.57 s.f. 176.63 s.f. NOT A PARKING LOT TREE 176.63 91 YES f1l 04 - P . 8 PYRUIS CALURYANA 'CHANTICLEEW / CHANTICLEER FLOWERING PEAR 1.2V 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 7.07 &f. 176.63 s.f. NOT A PARKING LOT TREE 176.63 s.f. YES "-ffl"'1ff11* 1i7 M14 ""I Zr1wa2A11r-vV "-� �'"-��'*"�' g z - 0- " -5m,-� . 11 , �, Nr - , , : 14 ,9 'm , m I � . Mpk - -- - l I � I � � '�-"` ,_ " e`0--71 010,&�, 7,-vI�,w�-i;k�7w-i'. NUNN I ,__ , _" 8A FRAXINUS LATIFOLA/ OREGON ASH 3- M/r 3 3 OVER 1.000 c.f. 0 c.f. � I 1000 C.f. 28.27 s.f. 706.50 &f. NOT A PARKING LOT TREE 706.50 91 YES �'W17"W"Mm,ME , -a�-*l.P, . 95 PLATANUS ACERIFOLIA / LONDON PLANETREE I 4Z' 3 3 OVER 11000 C.f. 0 C.f. 11000 C.f. 50.27 91 1256.64 91 47X 589 91 1256.64 91 YES . 9 BLANK - - - - . - I - - - - - - � 1 96 PRUINUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 3.51 . 3 3 OVER 1.000 c.f. 0 cf. 1.000 C.f. 78.54 s.f. 314.16 91 NOT A PARKING LOT TREE 314.16 s.f. YES 9A FRAXINUS LATIFOLIA / OREGON ASH -- 3.5* 3 3 OVER 1.000 c.f. 0 c.f. 1.000 cj 28.27 9L 706.50 91 NOT A PARKING LOT TREE �%706.50 91 YES K11M7 "I-�r.1-1.*41wgTll��1*9*-TIX-WI Ae i;�-E I grm-Twg"-m. 'T-% ; M�m -" --1- , "�7= 3110MIL MR,, IR 97 1 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 3.5' 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 78.54 81 314.16 94 2% 7 Lf. 314.16 sJ. YES =''.i- ' '� - I, I g - 4 1 dw "M - ''N' l�'"A§'�"g �?"'Y'�'-�- '. �'�' *,,-6,00r,'go " j7 ��f'�-'--, ��j , gff , 1 -4& 37 " � .'� i ,�r`WE ,'',� "T 98 PRUNUS CERASIFEPA / PURPLE LEAF FLOWERING PLUM 3.5s 3 3 OVER I,OD0 c.f. 0 c.f. 78.54 s.f. 314.16 91 NOT A PARKING LOT TREE 314.16 91 YES �! §' 1 �,'4 I,-" I _�' , , i# q , � I _ '�g 'If j"FO e �t X - --- - � � -1 1,000 cj. IDA FRAXINUS LATIFOLIA / OREGON ASH 3.5- M/T 3 3 OVER 1,000 c.f. 0 c.f. 1.000 cj 28.27 91 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES 99 PRUNUS SERRULATA / WEEPING FLOWERING CHERRY I I so 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 3.14 Lf. 490.87 s.f. NOT A PARKING LOT TREE 490.87 &f. YES 11 PyRus cALLwANA 'cHANncLEER1 / cHwncLMFLOWERING PEAR 1.25' . 3 3 OVER 1,000 c.f. 0 c.f. 1.000 cj 3.14 81 176.63 91 NOT A PARKING LOT TREE 176.63 94 YES . 100 PLATANUS ACERIFOLIA / LONDON PLANETREE e 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 50.27 s.f. 1256.64 s.f. 36% 457 91 1256.64 s.f. YES 11A FRAXINUS LATIFOLIA / OREGON ASH 2.5- M/T 3 3 . OVER 1,000 0. 0 C.f. 1,000 cj 19.63 s.f. 706.50 a.f. NOT A PARKING LOT TREE 706.50 s.f. YES ---'.'-c��'�'- lf�=01' agg F-='i .-MM =1m'R111 q�� i I K !-� ?? - . . 101 MALUS SPP. / CRABAPPLE 2w 3 3 OVER 1,000 c.f. 0 c.f. - 1 1000 C.f. 12.57 &f. 314.16 91 24% 76 91 314.16 91 YES -f-,g-.---'m � �.00f � .; I I'll, I � ,"�� 11 , �' - - -1210-A I 1 7 t a4p" I-M,11-T&A�0- 1 "!3 -� � r' , 0," � i i Milw �TNI ' , Iraq w Ill: PLATANUS ACEF4FOLIA/ LONDON PLANETREE 4* 1 3 3 OVER 1,000 c.f. 0 c.f. 11000 c.f. 50.27 id. 1256.64 91 36% 456 91 1256.64 Lf. YES -4 - 102 1 11, 5 I 91410 ffllo-&�" - - M1 K" '%�- TO 12A PRUNLIS EMARGINATA / BITTER CHERRY 4" 3 3 OVER 1.000 c.f. 0 C.f. 1,000 cj 314.16 s.f. 314.16 91 NOT A PARKING LOT TREE : 314.16 s.f. YES 103 PRUNIUS SERRULATA / WEEPING FLOWERING CHERRY 1. 3 3 OVER 1,000 c.f. 0 c.f. 11000 c_f. ---3.14-a.f. -4-90-.87-sT- NOT A PARKING LOT TREE 490.87 s.f. YES I -i N - -�--o-w"-4j, --- I - J� � I '%j'��tr"" - -1=-1-Tr- " I I - - w ' ' - �11 .). �' 11, N � U'- 'i 1-1s-q""-" r ," I I--,- ' "-,IN , - -1-1-11- , � , V I , ift --.-I--,----- �I % f �� 7.07 91 314.16 s.f. NOT i 111, ?'M r 7 4 '-T-11 �7'1 I M -",-, Ramp m %w" Fk ' "% 1. , N �1'1't 11-�'$�k �"� � , , 'I�;g!,t?i", -*A I 1000 C.f. < W 0 1 - 11 .11.,- MR7 "RM-Mv�N'F%QNMM'��'-w ,-" AN 14 ,11"AIq - ft "I' 104 PRUNUS CERASIFEPA / PURPLE LEAF FLOWERING PLUM 3 3 OVER 1,000 c.f. 0 c.f. A PARKING LOT TREE 314.16 91 YES , j bl'e' " ,13"l- --11-11--a-113-IN 01 "12"I'l-MI, -�'"'M " ,,`,'Z�� if"f4 W' ',g�� &`4z;& -�gg "��""-,�4,�-"-'�,"-��,-�-,�'-"�,,��ql�,- -.1.111- R 11 "" "A '11 0 _, W�rfi 2" I' In 10 I I-I'>-'k 111. Ism. .,7� 4 v�-' -; - - 1w.A I' M _. r g-- 7, � I i 105 PLATANUS ACERIFOLIA / LONDON PLANErREE 4* 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 50.27 91 1256.64 91 40% 498 94 1256.64 91 YES co > do , glu'4' i"- , V - K "m� ", amt '�")m 95; 10-W-, !"s- 1 15 CRATAEGUS CRUSGALLI INERMIS / COCKSPUR HAWTHORN 1.25" 3 3 OVER 1,000 0. 0 c.f. 1.000 cj 3.14.91 314.16 Lf. 18X 55 91 314.16 s.f. YES . 106 FLOWERING PLUM 1.5* 3 3 . OVER 1.000 c.f. 0 c.f. 1.000 C.f. 19.63 91 314.16 s.f. NOT A PARKING LOT TREE 314.16 91 .YES --- --- w - 0) � 16 CRATAEGUS CRUSGAW INERMIS / COCKSPUR HAWTHORN is 3 3 OVER 1,000 c.f. 0 c.f. 1,000 cj 3.14 91 314.16 s.f. 26% 83 -s.f. 314.16 s.f. YES I I I -- 0 11 � I I i - � . WIMN'l- 11-I -j a: . . � I-_ --- I ,I'll I'll 11 ,- � I . 1, � I . - I . 1.0 l p-& ;'� . ry , , �Z-. . I - 11 "I a < !WN ��'--"--.-'. w, - 0 � 11 � " A - _ I 00 I ON` "'% " - "I"I , I 0. " I ,�� & I" 16A QUERCUS COCCINEA / SCARLET OAK 3 3 OVER 1.000 c.f. 0 c.f. 1.000 cj - 7.07 9.f 706.50 91 1% 10 91 706.50 Lf. YES . -X,&"=''.. 4 i' " & ;& _(V I M t i W I'M � I � Mit --4-'�"""' 20. *11TI-01WOW-5 10-1,10 M " , '! _'' 113 I N111 '_ _p5e � , W, �"00 I I 9 "M --t 0 1 -1-1- p " � 1'wlil'�11"1� M I�;14" " ggl- '-'mz,'Z'-.,= --l-fil."i-5 -1 "' - i�' ME 11-� , -r w - "� 1. , f , 'CHANTICLEER' / CHANTICLEER FLOWERING PEAR 3 3 . OVER 1,000 c.f. 0 o.f. I low 0 3.14 91 176.63 9.f. NOT A PARKING LOT TREE 176.63 s.f. YES 11 � 'M io, � i" , �.� �- - q 1,wt 11� I i - I 3: 17 PYRUS CALLERYANA I 06; � -f . I 111. m w" ' ' - 17A QUERCUS MACROCARPA / BUR OAK I* 3 3 OVER 1,000 c.f. 0 01 11000 CJ 3.14 s.f. 490.87 Lf. NOT A PARKING LOT TREE 490.87 s.f. YES 110 ALNUS RUBRA / RED ALDER 3- M/r 3 3 OVER 1.000 cL 0 c.f. 11000 C.- 19.63 91 1256.64 s.f. NOT A PARKING LOT TREE 1256-64 a-f- YES . -.Vm I'll i�.� N:1A 3: �z - � ",1,I " 2, 1, - -:; 11 � r.- '-, I ." MAIM "�'At 114m� 1 WE ir 'e ;,-" '"� g ,- I Ir A ,�. 'IRE � , I ca k , I�m� "' , " , X. i '' ��"", "W"'w"a �-� "'* I ;11 A I I . I "I" - I 111'"11 11=1-5- -��'17MIM 11:11 wo'�' ��m H-6:�� Ill ACER CIRCINATUM / VINE MAPLE r M/S 3 3 OVER 1,000 C.f. 0 C.f. 1,000 C.f. 19.63 91 176.63 s.f. NOT A PARKING LOT TREE 176.63 sk YES < 1.8A QUERCUS COCCINEA / SCARLET OAK I* 1 2 2 OVER 1,000 c.f. 0 c.f. I 1,000 cj 7.07 s.f. � 706.50 91 NOT A PARKING LOT TREE 706.50 91 YES 112 PLATMUS ACERIFOLIA / LONDON PLANETREE 4" 3 3 OVER 1.000 c.f. 0 c.f. 1.000 C.f. �28.27 91 1256.64 81' 17% 208 s.f. 1256.64 91 YES _j < I Z11117 I . '11 I Vp" 0 r - �mil""'4'"'N "S '� 'zemmw -4-8211 o"I 471A, ffiffffi-w' 'Imll.IN Affl�lmvlmv.MR- - I WW *10 0 .11, - Z ,-, ,==11x*1 ' D g"'m , Z'1,� -4&U� g ?-- ; -1- - & k',I, 4, , '- -w -T*,v 11., � - 11-1-1-1.1- i I AMR PURRIMME, lv%%4`Xmw"i � ��"'- -100 I - 'WN�UFEI , .",%- w'iap"g-' . ,N,-,, A '�" '-" - '�-1111 "'A I � " sm , WINNE � L & "! " � I F-��' 11''. MA ' "..' ��" I I; o I .1-" I 2,xr.- i =----.1==14r=1-=_---_w =711---M-7 MM7 -4=. -"'Vmm' -M;�m - li� --.,_,�I I- Ew ' 77$`�' OGWAIAWI-7 ..........�...............�' ;7'q;�'7 - 11 M� "'qffi'lE W'r;��-'Tff'��'F I " "5 � 1111 7-177,1117 URI ,ltt��-�*""," I', ON �!,jv"`�:,wffl"'-',F,1j, 05,'I .-rvffg-mm1 - � 11`1"� ' - � �-' I --1 I 41, ., , '�,",'' _ I I M , I .&OR -- 'I ,,, �w§ 'm�"umq 11�1 9 -I ME It 121 111 I I -�-I R �� ", I � -"� ' w i I... 'p � � .. � � , , -- 7.07 91 1--l- �"'� I ,I -� 1! I I - I V� I " 'yt - III. � () 'IV -' , I I I I I 'I 111111il"ARE _ ,, 4NT -'t - " �1"ip�-"N s mr -,,,- - -s-, , '�A '� XF � jt7'g- lk"g-, g�F �'lz3m,Ir ,43� 7'7r'="^"7c7'-'-'-R�--"�v'-"J 72 =' tgr F.gm-". �l ,, , m il' , I X " 24=ffl i��M&'& ,,, 11 4�1,"':'�'.-- IN '-- 10 a _-" �.0 ,n--4�o-f va" -'-"��' " , g �m 14, R 4 ff 11 w- ' ,tv 19A , --A, ,_ '� '9 ME 11 0 FRAXINUS LATIFOLIA / OREGON ASH 3 3 OVER 1,000 c.f. 0 c.f. 11000 c.f 706.50 91 NOT A PARKING LOT TREE 706.50 s.f. YES . �' 1"Ift ON-L �- =V'101121--105 ME` "11-I 111-1 a) 9 < 20A QUERCUIS COCCINEk/ SCARLET OAK I* 3 3 OVER 1,000 c.f. 0 c.f. 11000 c.f 7.07 91 706.50 id. NOT A PARKING LOT TREE 706.50 s.f. YES 116 PLATANUS ACERIFOLK / LONDON PLANEIREE 5* 3 3 OVER 1.000 c.f. 0 c.f. 1,000 c.f. 254.47 s.f. 1256.64 s.f. 41X 509 &f. 1256.64 91 YES I W . 208 FRAXINUS LATIFOLIA / OREGON ASH � I* 3 3 OVER I.ODO c.f. 0 c.f. 1,000 cj 7.07 &f. 706.50 s.f. NOT A PARKING LOT TREE 706.50 s.f. YES 117 ACER CIRCINATUM / VINE MAPLE 2- M/S 3 3 OVER 1,000 c.f. 0 C.f. 1.000 C.f. 28.27 91. 176.63 91 NOT A PARKING LOT TREE 176.63 s.f. YES � 0 cf) 20C FPAXINUS LATIFOLLA / OREGON ASH I* 3 3 OVER 1,000 C.f. 0 C.f. 11000 c.f 7.07 91 706.50 s.f. NOT A PARKING LOT TREE 706.50 91 YES 118 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 5' 3 3 OVER 1,000 c.f. 0 c.f. 11000 c.f. 176.63 91 962.11 91 64% 616 s.f. 962.11 91 YES () � . 20D .FRAXINUS LATIFOLIA / OREGON ASH I 1. 3 3 OVER 1,000 c.f. 0 c.f. 1,000 cj 7.07 s.f. 706.50 91 NOT A PARKING LOT TREE 706.50 s.f. YES � 119 PLATANUS ACERIFOLIA / LONDON PLANETREE 4* 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 78.54 s.f. 1256.64 91 21% 269 s.f. 1256.64 s.f. YES - 1 120 ACER CIRCINATUM / VINE MAPLE 2- M/S 3 3 OVER 1,000 c.f. 0 c.f. 19.63 91 176.65 s.f. NOT A PARKING LOT TREE 176.63 s.f. YES 21 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 50 3 3 OVER 1,000 c.f. 0 c.f. 1,000 cj 113.10 91 962.11 s.f. 35% 333 s.f. 962.11 s.f. YES 1,000 C.f. - ----- I V�1�11'5 �fg v-W R� . I�%1- -�� . 4 1�zj� �-' " ,j x I 1�1 11 FIRM , -- 1 "Ve I- , I , , . 1,000 ej 113.10 s.f. 962.11 94 39X 371 s.f. 962.11 s.f. YES 37 1 ., �k FM-�17'7��lli7�-i�-L;o WE. '�' I . , 22 GLEDITSIATRIACAN"THOS INERMIS / HONEYLOCUST mumul��I �e . �. �, "-�T - -� 1.97;%41=1'�Ilmlllal 1w � � � , � 1�"a-507 � OVER 1,000 c.f. 0 0. N., -- � I � - . , , A a ra = . i 3 1 a I -1 I p - -----------.--� .-.- 5* 3 �'Z7t-'--'-��' ';� %,0 11 111;a i N I � �--m.17r,'- - � li , Ile v , . 'gvs,'-"'� rg' l - I � - .11,11, .1 - ' 122 ACER CIRCINATUM / VINE MAPLE 2- M/S 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 28.27 s.f. 176.63 s.f. NOT A PARKING LOT TREE 176.63 s.f. * YES "11 ,-v�'g" - -1-- '7 m im"00"MIN '-- " 3'1�wpg4 10, "N 11 1#0 y ,�--r-L47fi�,,�.�rtur-t-1-9�ill�-�l N 1; - - "'w'--y' 1p '"o , 71 ill-l".1l"l= -1 . - - '...g"'.'-- 1 g � �'"- ?-g J�' -' ,,47'-��r,r"T"T,,7,n�7J.V,,,""�'�I .1 a I , I ION'*0101-1-0-11. c 11 o 11", " " � 20§ -M'�_'=- , , '02L , _5 1.1.111,11"""".�,.""-,,��l"", ,.1�......<""" --- 1kn � "T " ---i"'Al ""' ;'mw N' u",--,,55i,� -R-0-0 ----"'� -m- ;"" � " , A � ' - Q ' %'m 01'�' IM ra I MR, ,F" -R-71 .-og 1 M- NONE- � � � , "-"" � , � Ad � I " -- If wo - N-um- w : I -- I" , 10, 1 124 PLATANUS ACEPJFOLIA / LONDON PLANETREE 5* 3 3 OVER 1,000 c.f. 0 c.f. 1,000 c.f. 113.10 s.f. 1256.64 s.f. 45% 560 s.f. 1256.64 s.f. YES 0 i 1 24 FRAXINUS LATIFOLIA / OREGON ASH 3* 3 3 OVER 1,000 C.f. 0 c.f. 11000 C.f 19.63 &f. 706.50 s.f. 27X 193 91 706.50 s.f. YES "I - 11 11� I '� - - I i . .. - , - ,-!""--,* � I - 1 I � I 0-9 101 17, I 1. -11 . 11, I . I 'r""'. - � ygg( --- LL . 1. I 1000 c.f. �, "W-W-k-�-� I=1'-N0M-1 I .,.-- f1rd-�"'''"-I 1,J�- ,- �------ 24A FRAXINUS LATIFOLIA / OREGON ASH 3 3 OVER 1,000 c.f. 0 cf. 7.07 91 706.50 &f. NOT A PARKING LOT TREE 706.50 &f. YES -� '-L 'm OMM- 1-1-1, - - - , �. 1-, I Ir � - 1!11 11 I 25 FRAXINUS LATIFOLIA / OREGON ASH 19.83 s.f. 'fil"", � -4 "'0" '-mm 1 4- M/T 3 I,OOD c.f. 706.50 91 26% 7 �� 'ou"mms"m � �""-1, 3 . OVER 1,000 c.f. 0 c.f. I 8 I 81 706.50 s.f. YES '�I�0 ,.�,..,.,i,-1,,i..."-�", 41,11 Iffid -w p- ' : �o S T - . OVER 1,000 c.f. 0 c.f. 1,000 C.f. 3.14 91 706.50 91 25% 178 s.f. 706.50 s.f. YES 126A ACER CIRCINATUM / VINE MAPLE I- M/S 3 3 )m 1,000 C.f. 0 C.f. 1,000 C.f. 19.63 91 1 176.63 9.f. NOT A PARKING EE 176.63 s.f. YES 26 FRAXINUS LATIFOLIA / OREGON ASH 1.25* 3 3 . I I � i e . ' � ,�� ","-, I - � . A�ffl � . 1 , ;� � , , [I"t I . - I I 'i lit"", lo-w-mg-1 m4w 1,- "I - I . � "m 0 � MR5 r 27 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 5" 3 3 I,ODO c.f. 0 0. 1.000 C.f. 78.54 91 962.11 91 . 28% 267 91 962.11 91 YES � '.- -."' - �-"I I - I i 7 I , v "I : a�i mmv "I'll., 'o I I : I` -M "I '� 11'� '-- -- - "i V*f i 11`1� 9 641 0 , , R ,1."",!ell - 4- , 'm .. 'M'tv18uv 1A I 11 31 I, 1,11, il I d'1'-0ft"K'f'*"' T I o"r i,, I ",,'-- I � UTUMMIMM a 4" c1f. ^ '"''-M'"'=IM''-=1101111 I , ' - ,,, 111-�-.irifm,c $'=M!A�w �.' ", zt I � ' �'c '=� � .1 I I " I�000` ��i �'Z If'.1 W , ,, 'AN 10=0 2�� " �k=.WM_--w , I " '�� , , ,, "��'sypa'N * I -1 114 ''"'," , M � 'I 1, O's"I III I -z-1fMZ I � - - - " "i -1.11 - . j Nam � I . -, I " 28A GLEDITSIA TRIACANTHOS INERMIS / HONMOCUST 3 249 M - 't- : 3 0 C.f. 249 c.f. 50.27 91 962.11 91 loox . 962.11 91 962.11 &f. YES ,1 -mmm Magi ".� 1 29 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 4* 3 3 OVER 1,000 C.f.� 0 c.f. 1,000 c.f. 5027 s.f. : 962.11 91 NOT A PARKING LOT TREE 962.11 s.f. YES 129 AM CIRCINATUM / VINE MAPLE I- m/s 3 OVER 1,000 c.f. 0 c.f. I 1000 C.f. 113.10 &f. 176.63 91 NOT A PARKING LOT TREE 176.63 91 YES Arthu !Seidel -- 7511-�.-1 / rl ,�! 7 -7-01�lmm-- - - t "I 11- --'-" 1. I MR, 1,111 , !� -- I'M l I p - X - rl-- I � M � M mg ..3g: �-'- I ; ''m � '� ' 211, ','w".' ��111 r 'rx r'�00m;�m.7,Mn"v, " :' �' 'V 11�!lw - I m. . -, , , I � I I - " . 11 1 G"" ,4 "y 7�1 �;' I l a wa I - I -, ,ffiA,77 ", mmi-Q-7 �*,' il�'-',' -- -- � " 1- 115 " -n - EGON Q ,,,,,,! . 0 � 'gz P,-; m& - �' 'm I 11 - 66 ' gm, , "jgf'y!9 - Nr I WINW,K--1 "I *I �i I.. WMIt"R, .55 rgg wp'�;R�w� , k�r -"" _ tl� R IN �� It -- � I f'�15 .�' '�'� r"'�7--N"%""-' � "- , ; -!;�"p - '"� i I . '11/ 15 ?wv I k , , , _ 'Ie -I I -W-,?,�' 1-0 I- - - ,- I'll I '�-�'� it, I 1-1� �� N I -",V� "',7> kl!?.% I " I � I - � - , �' "-, I IM, ' I �G m, , "M ,o . " ; " A �11* ,- -' e -N "I �%' 1(1* I I I � Vwm- M , -l�' 1;1^� a � ", .. , I " , M -"�; -.0 11,111-611i6i'l N I '19 , � ",,,,P" 'o --- , I "M 1) - - 0 mi 'm at WORK I , �' .. 'r '� - I'M V 'y 0 I : 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 50.27 s.f. 118 x.f. 706.50 s.f. YES " .7 1-114"ir, , 2 A" , 31 THWA PLICATA / WESTERN RED CEDAR e 706.50 s.f. 17% .t�:$"j:om�� & I . M/s 3 I . � L 132A I ACER CIRCINATUM / VINE MAPLE 1 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 91 176.63 91 NOT A PARKING LOT TREE 176.63 91 YES i4 1-1 i�� . .GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 4.5* M/T 3 3 1 . OVER 1,000 c.f. 0 C.f. 1,000 C.f. 78.54 91 962.11 91 40% 381 91. 962.11 s.f. YES . PIT c 32 '30 � 133 QUERCUS COCCINEA / SCARLET OAK 3* 3 3 597 c.f. 0 C.f. 597 c.f. 19.63 s.f. 706.50 91 100% 706.50 91 706.50 s.f. YES .E 33 � TSUGA HETEROPHYLLA / WESTERN HEMLOCK 3 3 OVER 1.000 c.f. 0 C.f. 1,000 C.f. 12.57 91 1256.64 81 40% 498 s.f. 1256.64 91 YES I . "" I-g-, -T "Tm--=-A "!" , -"- , jA tI I , 7& 177 - ' 114 '.�&"�-r ............. ___X Rl �........ 11 � � 'W �'� �, V "' -_ ,' . w. - ,.�I_, ION-& I WEN � ., , .wt7�', �6 '-p._,"p . 34 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 4.e 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 113.10 s.f. 962.11 91 38% 370 &f. 962.11 s.f. YES ,I WINNER, 715R2 ",... - , , (VALID ONLY NTH SIGNATURE) 135 CEDRUS ATLANTICA, GLAUCA/ AM-AS CEDAR 4.5* 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 28.27 91. 1963.50 81 28X 559 s.f. 1963.50 s.f. YES -a - 35, THUJ& PLICATA/ WEMN RED CEDAR 2* 3 3 OVER 1,000 c.f. 0 C.f. I 1000 01 12.57 s.f. 706.50 91 35X 90 &f. 706.50 91 YES r I - 1. I I ' � � I I r � 11 1-Mm-Ill- "- , " 2614 11,111"'o-1-TN't -- 3 1. � .v , �' " ArIg-,", � .' - - - 11 -- N ;E z 1 W;me"�' ,v- I -7,111 &"'= -w - ------- --- -�A--,,I, 'e""A�3l.-O ' ""'� �,,, �P"�' - �'w'wgp i f M 0 z , _5 A 115 "Al -mm'�"'�z� XR, v i' MR,=MCI MIN1.0 wa ';.:-'k@bt �'�w 'M�Ivl It, " - a--'01 *r_ NNW�ME �a Am �'- , 0 , R , - ---, �� ' 11�' . -- - 111, At= IMF (n 37 THUJA PLICATA / WESII5tN RED CEDAR r 3 3 534 c.f. 0 C.f. 534 c.f. 12.57 s.f. 706.50 91 26% 184 s.f. 706.50 91 YES arx �.% I I -, 0 :; - 38 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST -Y5-w- 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 50.27 91 96ZlI 9.f 36% 349 91 962.11 s.f. YES 138 ACER RUBRUM / RED MAPLE 4.5* 3 3 312 c.f. 0 C.f. 312 c.f. 78.54 91 1256.64 91 100% 1256.64 sJ. 1256.64 s.f. YES X I . -- I . 139 ACER RUBRUM / RED MAPLE 4.5* 3 3 312 c.f. 0 C.f. 312 c.f. 78.54 91 1256.64 91 100% 1256.64 91 1256.64 91 YES 1 ---39 1 GEBRU DEODARA / DE00M GEDAR - 49 I I i - OVER 100 ek 0 S.C. 1'eee C.+. 42437 9.+ NOT A PARKING LQT TREE 9 9.+ *ES I I . 140 1 ACER 4.5m 3 3 165 c.f. 0 c.f. 165 c.f. 78.54 91 1256.64 91 100% . 1256.64 91 1256.64 91 YES I � 40 ACER CIRCINATUM / VINE MAPLE 3- M/S 3 3 OVER 1,000 c.f. 0 c.f. 1.000 c.f. 50.27 91 176.63 91 25% - - 44 91 170.63 s.f. YES --- 11-1 11 It, V.'-U-.�- .. !'-'� - . 141 1 FRAXINUS PENNSYLVANICA / GREEN ASH 2.50 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 78.54 s.f. 1256.64 s.f. 100% 1256.64 91 1256.64 91 YES ,;_: , ,N1 ..4 - i I , , � 7'��-'�- - ' % 1� � ��I , -"?A 11-1 x 9 3 11,9 I "�'Twg I " ' W" 9z ' M,-� ---- 11- .-I-- 11----..-----.-'--- 141A FRAXINUS PENNSMVANICA / GREEN ASH - - -.--- ---- - ---- ww� �� 4 � - - - --- - - - - , "?'I- "I�' - 1-111 r�' - , I , � , mim:m! ....-.-.........i --- ' kr--411-1= - 5 � MEMO le '' ' "t -" ' Et", 4�1 slo,-' �- I -07 i",�'� , I 1 `4 1 ", 'L ,7 C g �' I I I mgr"iffl I 51 . , , . , �� I TIMMKII-T r.-m-7---m-nm m - 11 0 a) " '33m,i !� I� � "e , - MUM- ,", � .jj��' --v -� 1� I � I �NO, '-g R:EiR 'T' 'EM-211750", X I` 35�' -yol", I- ,, ;,_ , -I, '�.-' mq!A'-Z� �' .ff I , MIL I . �' .....--A I WN ff.R, --.- - � - "I "ilm = N 0 2,li W IN, El mm � 101- N M Im W&-1-71 100 I � - 10 Mml IN* V v 6 43 QUERCUS MACROCARPA/ BUR OAK OVER 1,000 c.f. 0 c.f. 1,000 c.f. 12.57 s.f. 490.87 91 Bx 39 &f. 490.87 s.f. YES � 142 FRAXINUS PENNSYLVMICA / GREEN ASH 2.5s 1 3 3 OVER 1,000 C.f. 0 C.f. 1.000 C.f. 78.54 s.f. 1256.64 s.f. 100% 1256.64 91 1256.64 91 YES . r- c -y 'g- -1 r 3 3 .7 3: o Li 143 FRAXINUS PENNSYLVANICA / GREEN ASH 2.5* 3 3 OVER 1,000 C.f. 0 C.f. 1 1000 C.f. 78.54 91 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES co .4 n 2- 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 19.63 s.f. 706.50 s.f. NOT A PARKING LOT TREE 706.50 s.f. YES 0 . . 44 QUERCUS CACCINEA / SCARLET OAK a in Q -2- a m . -- 1 144 ACER RUBRUM / RED MAPLE 2.5m 3 3 165 c.f. 0 01 1,000 C.f. 78.54 91 1256.64 s.f. loox 1256.64 91 1256.64 91 YES . V) - . 45 QUERCUS CACCINEA / SCARLET OAK 2w 3 3 OVER 1,000 c.f. 0 c.f. 1,000 c.f. 19.63 s.f. 706.50 0. NOT A PARKING LOT TREE 706.50 s.f. YES 145 1 ACER D MAPLE 2.5* 3 3 165 c.f. 0 c.f. 1,000 c.f. 78.54 9J. 1256.64 s.f. I OOX 176.63 s.f. 1256.64 91 YES I V) < 46 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 10 3 3 OVER 1,000 0. 0 c.f. 1.000 c.f. 7.07 s.f. 962.11 s.f. 30% 285 s.f., 962.11 s.f. YES I - I w . - 1 146 2.5* .1 3 3 312 c.f. 0 01 312 c.f. 78.54 91 1256.64 s.f. IOOx 1256.64 s.f. 1256.64 s.f. YES -r &0 . 47 ACER CIRCINATUM / VINE MAPLE 4- M/S 3 3 1 OVER 1.000 cj. 0 C.f. 1.000 C.f. 50.27 91 176.63 91 3OX 34 s.f. 176.63 91 YES �-- x- i� 7 - . . 11-A . . - - - 4A ---6 SERRU6qA/ ING FIG� GHERRY .. I - 11 0 C.f; 1,000 c.f. 3-.14 a-.fL . a a.f. 0% . a a.f. a s.f. YES I . 147 ACER RUBRUM / RED MAPLE 2.5* 3 3 312 c.f. 0 C.f. 312 c.f. 78.54 91 1256.64 91. 100% 1256.64 s.f. 1256.64 91 YES =) z - 148 ACER RUBRUM / RED MAPLE 2.5* 3 3 312 c.f. 0 C.f. 312 c.f. 78.54 s.f. 1256.64 91 1OOx 1256.64 s.f. 1256.64 91 YES 0 z 45 (n -6 49 GLEDITSIA TRIACANTHOS INERMIS / HONEYLOCUST 1.25* 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 7.07 91 962.11 91 23% 21 9 91 962.11 &f. YES . (/) 1% 0 149 . ,ACER RUBRUM / RED MAPLE 2.5* 3 3 312 c.f. 0 c.f. 312cl. 78.54 91 1256.64 91 100% 1256.64 s.f. 1256.64 &f. YES 0- -j V) 50 MAWS SPP. / CRABAPPLE � 2- M/T 3 3 OVER 1,000 c.f. 0 c.f. 1.000 c.f. 28.27 &f. 314.16 91 NOT A PARKING LOT TREE 314.16 &f. YES 150 ACER RUBRUM / RED MAPLE 2.5' 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 &f. 1256.64 91 � 10ox 1256.64 s.f. 1256.64 Lf. YES Ld x 0 I5 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 31 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 176.63 91 314.16 91 NOT A PARKING LOT TREE 314.16 s.f. YES :D < z z :2 51 I 151 ACER RUBRUM / RED MAPLE 2.5* 3 3 165 c.f. 0 C.f. 165 0. 78.54 91 1256.64 91 100% 1256.64 s.f. 1256.64 s.f. YES z: ILL LLJ CL ACER CIRCINATUM / VINE MAPLE 3- M/S 3 3 OVER 1,000 c.f. 0 0. 1,000 c.f. 50.27 91 176.63 91 NOT A PARKING LOT TREE 176.63 s.f. YES . '� :m .52 152 ACER RUBRUM / RED MAPLE 2.5s 3 . 3 165 c.f. 0 C.f. 165 c.f. 78.54 s.f. 1256.64 91 100% 1256.64 91 1256.64 s.f. YES C14 z u') . 53 TSUGA HETEROPHYLLA / WESTERN HEMLOCK , I* 3 3 OVER 1.000 c.f. 0 c.f. 1.000 C.f. 3.14 s.f. 1256.64 s.f. NOT A PARKING LOT TREE 1256.64 91 YES re) C,4 04 &0 - 54 CERASIFERA / PURPLE LEAF FLOWERING PLUM 5* 3 3 OVER 1,000 c.f. 0 c.f. 11000 C.f. 113.16 s.f. 314.16 91 NOT A PARKING LOT TREE 314.16 s.f. YES � 153 BLANK - - - - - - - - - - - C:) 04 00 z w �: PRUNUS 154 FRAXINUS PENNSYLVANICA / GREEN ASH in 00 N r�- 62 5; 1�t 55 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 4- 3 3 OVER 1.000 C.f. 0 C.f. 1,000 C.f. 78.54 91 314.16 91 NOT A PARKING LOT TREE 314.16 91 YES 2.5* 3 3 OVER 1,000 c.f. 0 C.f. 1,000 C.f. 19.63 s.f. 1256.64 91 100% 1256.64 91 1256.64 s.f. YES 0) co 00 z z w w I I LJ (7; -- ". ..- - . 0 co.f. - . yo 155 FRAXINUS PENNSYLVANICA / GREEN ASH 2.5" 3 3 OVER 1,000 c.f. 0 0. 1.000 C.f. 19.63 91 1256.64 91 100% YES 04 1-1 4w Aem eiROIRMUM j 3ANE MNU . a I I G" 1.1m ap 1,000 Ma. � 19.63 st 0 st ex 0 st 0 at 156 FRAXINLIS PENNSYLVANICA / GREEN ASH 2.5' 3 3 OVER 1.000 c.f. 0 c.f. 1,000 C.f. 19.63 91 1256.64 94 100% 1256.64 91 1256.64 s.f. YES , �:: Lo U-) Z5 0 co 57 TSUGA HETEROPHYLLA / WESTERN HEMLOCK te 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 7.07 91 1256.64 s-f. 11% 133 &f. 1256.64 s.f. YES I � z . . L0 C'4 04 Z � �� -- 7.07 91 1256.64 s.f. 6X 70 91. 1256.64 91 YES 157 FRAXINUS PENNSYUVANICA / GREEN ASH 2.5* 3 3 OVER 1,000 C.f. 0 C.f. 1,000 C.f. 19.63 91 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES 0-1 11-1 LLI 58 TSUGA HErEROPHYUA/ WESTERN HEMLOCK 1.5' 3 3 OVER 1,000 c.f. 0 c.f. I 1000 CJ. . --- -- � I...: Lo L0 7: I.5* 1 1 OVER 1,000 c.f. 0 c.f. 1,000 c.f. 7.07 s.f. 1256.64 s.f. 2% 30 s.f. 1256.64 91 YES L 158 ACER RUBRUM / RED MAPLE 2.5* 3 3 165 c.f. 0 c.f. 165 c.f. 78.54 s.f. 1256.64 s.f. .ion 1256.64 s.f. 1256.64 81. YES L C14 = C14 C14 -j 0 . 59 TSUGA HErEROPHYLIA / WESTERN HEMLOCK 1 5. 1 00 Ld -t -14- > 5 .9 60 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 3- 3 3 OVER 1,000 c.f. 0 C.f. 1,000 01 50.27 s.f. 314.16 91 NOT A PARKING LOT TREE 314.16 91 YES 159 ACER RUBRUM / RED MAPLE 2. 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 91 1256.64 91 100% 1256.64 s.f. 1256.64 91 YES ,T-- �e %-.O"-� 0 U) ':::� . 160 ACER RUBRUM / RED MAPLE 2.5* 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 91 1256.64 91 100% 1256.64 s.f. 1256.64 91 YES 0 61 PRUNUS CERASIFERA / PURPLE LEAF FLOWERING PLUM 3m 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 50.27 s.f. 314.16 s.f. NOT A PARKING LOT TREE 314.16 s.f. YES . � � 1 62 QUERCUS COCCINEA / SCARLET OAK 10 0 0 - - - - - - - NO 161 ACER RUBRUM / RED MAPLE 2.5* 3 3 1 165 c.f. a C.f. 165 c.f. 7&54 s.f. 1258.64 s.f. 100% 1256.64 s.f. 1256.64 91 YES m -- . 162 ACER RUBRUM / RED MAPLE . 2.5m a 3 279 c.f. 0 c.f. 279 c.f. 78.54 s.f. 1256.64 s.f. 100% 1256.64 91 1256.64 91 YES jt4 # *O,V/, m 63 FLOWERING PLUM 4* 3 3 OVER 1,000 C.f. 0 C.f. 1,000 C.f. 78.54 s.f. 314.16 s.f. NOT A PARKING LOT TREE 314.16 s.f. YES . ACER RUBRUM / RED MAPLE I - 64 ACER CIRCINATUM / VINE MAPLE r M/S/ 3 3 OVER 1,000 c.f. 0 C.f. 11.000 C.f. 28.27 9.f. 176.63 91 NOT A PARKING LOT TREE 176.63 s.f. YES 163 . 2.5* 3 3 279 c.f. 0 c.f. 279 c.f. 78.54 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES .V & 3. 40 . -IR ,ep, +')� 00 1 164 QUERCUS COCCINFA / SCARLET OAK 2.e 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 28.27 9.f. 706.50 s.f. loox 706.50 s.f. 706.50 s.f. YES �o 2- M/S 3 3 OVER 1,000 c.f. 0 r�f. 1,000 C.f. 28.27 s.f. 176.63 s.f. NOT A PARKING LOT TREE 176.63 &f. YES � - � '*� I , s I, 64A ACER CIRCKATUM /VINE MAPLE I . 165 QUERCUS COCCINEA / SCARLET OAK . 2V 3 3 . OVER 1,000 C.f. 0 C.f. 1,000 C.f. 28.27 Lf. 706.50 s.f. 100% 706.50 s.f. 706.50 s.f. YES , . 4% - �' 1, I _j � r M/S 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 28.27 81 176.63 31 NOT A PARKING LOT TREE 176.83 91 YES "I','' I- !� 0 648 AcERaRcjNATum / VINE MAPLE 100% 1256.64 s.f. 1256.64 s.f. YES I - ,-�l 1-d- 65 GLEDITSIA TRW-q(THOS INERMIS / HONEYLOCUST 1.75* 3 3 OVER 1,000 c.f. 0 C.f. 1,000 C.f. 7.07 9.f. 962.11 91 28% 269 s.f. 962.11 s.f. YES 166 ACER RUBRUM / RED MAPLE 2.e 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 91 1256.64 91 men - �' ': p z -u...... I z' I - C14 167 ACERRUBRUM / RED MAPLE 2.5* 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 91 1256.64 91 100% 1256.64 91 1256.64 91 YES ;u �' ,I I 1� to 1 66 ACER CIRCINATUM / VINE MAPLE IVM/S 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 12.57 s.f. 176.63 Lf. NOT A PARKING LOT TREE 176.63 Lf. YES I C-1 (o "I 67 PRUNUS VIRGINIANA / CANADA RED CHOKECHERRY I* 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 7.07 s.f. 314.16 91 NOT A PARKING LOT TREE 314.16 s.f. YES 168 1 ACER RUBRUM / RED MAPLE 2.5* 3 3 165 c.f. 0 c.f. 165 c.f. 78.54 91 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES 0, �� I 4t I m I IQ, c: � 10 169 JACER RUBRUM / RED MAPLE Z5* 3 3 165 c.f. 0 C.f. 165 c.f. 78.54 s.f. 1256.64 91 100% 1256.64 91 1256.64 91 YES .c: 68 ACER PLATANOIDES / NORWAY MAPLE 3 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 7.07 91 1256.64 s.f. 37% 467 91 1256.64 94 YES . a) 170 1 ACER RUBRUM / RED MAPLE 2.5- 3 3 165 c.f. 0 c.f. 165 C.f. 78.54 s.f. 1256" 91 100% 1256.64 91 1256.64 s.f. YES (D � 69 ACER CIRCINATUM / VINE MAPLE 2- M/S 3 3 OVER 1,000 c.f. 0 C.f. 1,000 C.f. 28.27 s.f. 176.63 &f. 6% 1 1 s.f. 176.63 s.f. YES - # 00 .r- 171 FRAXINUS PENMVMICA/ GREEN ASH 3* 3 3 OVER 1,000 C.f. 0 C.f. 1 1000 c.f. 19.63 gd. 1256.64 s.f. loox 1256.64 a.f. 1256.64 91 YES C71 1 � .12.57 94 176.63 s.f. 26X 46 &f. 176.63 91 YES c . 70 ACER CIRCINATUM / VINE MAPLE - Is M/S 3 - 3 OVER 1,000 c.f. 0 c.f. 1,000 C.f. 172 FRAXINUS PENNSYLVMICA / GREEN ASH r 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 91 YES 4) ACER CIRCANATUM / VINE MAPLE I I- M/S 1 3 3 OVER 1,000 c.f. 0 c.f. 1.000 C.f. 19.63 s.f. 176.63 s.f. NOT A PARKING LOT TREE 176.63 9.f. YES "I I I 4� 1 71 , C14 . 72 ACER CIRCINATUM / VINE MAPLE 1 2* M/S 1 3 3 OVER 1.000 0. 0 c.f. 1,000 C.f. 28.27 91 1 176.63 91 . NOT A PARKING LOT TREE i 176.63 s.f. I YES i FORM, ��M// ��wl-?11111111111111111-ffl 7//R��R/ N to I I - I I 1 174 ACER RUBRUM / RED MAPLE 1 2.5* 1 3 1 3 'I OVER 1,000 c.f. 0 c.f. 78.54 s.f. 1256.64 s.f. 100% 1256.64 0. 1256." 91 � YES L- to I 1,000 C.f. 0 'r- I-, .0 'IT co I I CD I � E N % C) in I--= I 3 -� 0 0 CD . oc-[_- THIS SHEET TO THE RIGHT FOR CONTINUATION . SEE SHEET L7 FOR CONTINUATION z 0 = TD. . I m (D (A 0 0 1-- , 0 1 1 1 1 r () () 1-1 - F- �i �-- Ca 03 . - , " " ' 11 - I - I . 1-1.11111111 .1� I I � - I 11 I 1 P'4" ' ' "" t " " � ' ' ' -18A _ _ '�' ''�_. . _19A_ I I -- � - 1.111,11,11.1"t--- � ,' ',P99 A' IG Wml ,�P;2- - I I - �- I, �-, - - I ' I I , I I, ..' - -�'11 . � E / � "I 't //// I - . I I . 0 *113 L � -j 4; I . I I LZ . I . . I I I I . I . - . jj � • 0 01:�MCAUM-40 tr: -1 '1111 A � � _, # , a- . r•a , «, a• ► • ��:.�f�."��® , a- .,'��L ... a••� � �a� -• • # --s,r . #•a # / r a1 i ��®� - . r��t't�y�-+ `� ® ®®© ! r ►.1► '�� 111 " : �■ - - ©�'� ®�� •• • . �• - 1 , ,• ! • 111 / i!i ! 1►.. a. WWAN211FIll ®©© , a' til !1! #' ' '®,• _/ 7-/ . Y ,®©,� • 7- !## 4,/ 11 .. ''r/•'/ %r '. �• :• 'a l - ®�® ' I T "' � '1 1 �� 1 1 : -.�: - . ,. #1'#' '.'- - #� .. a. S S 3# 9 g-d; <. a :' -t • _�. b a i i is•,� i *25.4.3 1 a• :. r • a• 1 tt 1 { Ci iEVEN �/ VER ii • ® 111 - - 1 t' . �i. � /f,.4.3 ('7 / i?'% �/ / ,rr��..i�.ri,s.�irr/w�.✓/✓rrori/i��/.�/r�. . . :�� /rriif✓�/J%/�1i.��fr��f��f��/�/�/ /I/i�yrl , i /Irl/I Ii % r % r . ./ , ��i'r��//// ' /r' /1 �/� /f /��/ // //// / /I,1♦./f /.-r // /��,c/1 // / �/I � - ® ®©©�®® ® �®®©•■ rr/r�� ,.i'. %%JliJiii-----------�--///��./////// %'��'`'/ //� • -ai • a- tl/ # ### +r �r// rj'/i!I, !,!/r!!�f{/!,/,•i!/i!!/1 - ®©©��®®�� ,»✓i///i,,l�f��::��„�j� rii/ilii///iiiiiiiiiir/iiiiiii�.��i�,.�iii��iiiriiili.�,�iiioiii .moi/ii/rii�i�/ / iii.. ./ ,� . ., / / .. , / s. :. -a1 1 r 1►1 f tf' /.:,:/ /.,!/��f.!/!.f}.G.,rr'•'//f /�!�,ryr//e!,..G. /r f/ /,f %/ %/ r /` r i/I// %/+/ir-l-!/ / / rr / / / {j{ ®®©®® !!/ �� • ��■ %/!.�%/�/�irirrd�r.�rir/�S�>%�r/rrrra�irl�r�/:%%�%��%�/:%//%% ��%//:�!%/��%/i%% % % % ��' / �►'�.,�'1./ // , ./ � // .I. 1 - 1 • r 1 tt 1 1 t► f i %!!! �/�///,r{/4��!///i'//i!//i�//.r//�� ,f�� %// %w/ �� %/�� !`/ %/ % ,{t{ MI />!iI/// FROM, Ii r / ��///��///� /��/ ///// /��///�/�/1/��/!/�/ ///�/�� ///!f!. // j .f/ / / ,,,/ % //� r /N, MMME..FiEENE�E/.//`fMr%E�J�s..�rJ RrM,///f/// 011NZE ��//%vrf////��% • �. :• •a► ` t a- /#1 r - ## a. /�: /,•!q,�{!{/y,!ii{/,/iiil//�/i/,i.!i/i/,I /i/f,!I�!y�i,i y/ //!r %// %f r !ire/ % / /� f r f/ r r / • .1 ■iiia ®©©�® "' ��©�� i��/w.��iis��siiw'.>;+//�Ji�:1/.;./��:�J.�t:��%%//�"'• � // r! 1�/ • - 1 ! a• ►\# ► ##1 ,If_�f/, ,i.!„I/// ,I{/, r • :r / %f 11 / %/ r r .cif / III F1071111, 1 No ®©©® ':� /EMMMI///�/ //'/ %/ W ./,{/I III ./!r/��% //S/E111 NoE/ sl - • s- • • 1 'i : %f.!i/ %!Cfl!�fr%r{l,�cir!i..gf/�-/f!Cf/,r!j�!/!/,/,!!!f/- !/fr{ �� %/ir %// /I �� %/�/� r //� r//fi % / ♦I/�/f��r��!fr �///�///,%///� r/� ®©®�® •�� ©_ ��%�iii/iJf i.,3,�ii�// %i/i�ii�///fir ' i%�i'Jr�////��//�/r`�� / /rZI//1II%//!////// %/1/N/��/.�111111 N,/I1.A ��VION:J1.11VI //,IR!7P��x///W/////%%/// % WS, .,... _ _ _ �. :.,. -. -- .. - . f / .. ,!ff// // I,/ f_fes /r !f I % ♦ IIi r I / ./ .. .E .. �y .. < W _- _. _ .. ._. -.,.- , ._ _ _ . >- .<.� - %I,I/ '/.f/erlli!♦lL,,!iircr//r/ ,!e!/{�!�';//ri%//.qi/ COMMON / � ! % % % FEE r• I f W."! MI r • E IN ff ffin 1 /.�/ „ �,: .. /,/ // / / .rri / /cr�:��/f / .' // / {,1�rfMNZ�//.iir1 ...rrrir,rrrrr:.J,r //%fCM /r / / / FEE / / ..r. ,O/ ,r / /iii, ,.irii, /,�.I�oi� �ri . , .�/J v ��isJ�rr/�✓l/,.�r / s �� r /Ir 1 /{,... � .. __ � .. /,%///i//r/rr/�,./.r,.,rf.,%r,.r�..%.,.r%Jrii/ri...r�/I�////��f////%/i////%%i/////%///%//�/////%%�/�%////%//%%///%////O/%r,�..,�`J///�,,rr//r✓//��%/% /./% / 1 .. a•. • a- # . ►t a ®E ©©- , a• 111 ' I � ►!►#!f �► ®. - �f1.'l+l'ii:�1.��tGq �'�: ©s.l -■� �//��/f/•.!�,/��//��%�/Ir,1i{ilf//�./iI/>��/:r/,{r./r,.././•�i/I./'/,r,►i;I�r,�'.!ii{rie!.�iJ�I/,„l'I..r�l/IJJl%i�f//'✓/,/,I,aJ/.:,/1i/,�'♦/iJ{/.i�Ii,i/�/JC,iYu.�/�r'aIr{,/11114�%/% /+ d _ _ a . r �//�/�� ♦�///f/.��//%/.%1./��!%/%��%/��/•///��a- �///►��fl ��/��J. �//J% VIA 3//•//Ji 1/ /i 'Mr, / �f lr f//%I f•,#/f1 - • ai • a- i • 111 ffitwm��NPARMM 71. %'i� %i,!/�!��!�•ii`ff{�,%/jfl'';/f%i�f%/// �/ �// %��f/////%� %/ %/ %/ % /' � syii! % /flrf. / / f/ % / r {// 1 MAR - i. f i f If i / / �ii///��!/ '�IrIII//i//��iifi.I�i��/�� li' �f��.�/��1��/%//��/��/ / ��/��// /M. % .r, /��/ .r �// / //� a-. a- - -1- \ - • a- #/• # #/a ! i ''_ i - I r /fi �nf fi f /if fcr/I ii.f/•',I// r // / • ! % % r /Ii r / % / / • %ATO/ %,;!�/'/%/f / /� /r/,r/�✓/.. f% N SEE SHEET L7 FOR CONTINUATION 6 TREE SIZE CONDITION PRESERVATION OPEN SOIL COVERED SOIL TOTAL EXISTING MATURE X AND AREA OVER QUALIFYING PRESERVATION � TREE NO. SPECIES RATING RATING VOLUME VOLUME SOIL VOLUME CANOPY CANOPY PARKING LOT SITE CANOPY `. 390 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 3 129 c.f. 0 cf. 129 c.f. 50.27 a f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES rh O co W z O 393 FRAXINUS PENNSYLVANICA / GREEN ASH 3' 3 3 291 cf. 0 cf. 291 c.f. 50.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES W �•:•• �.• '1T � li. 394 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 3 327 c.f. 0 c.f. 327 cf. 50.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES ' o Q E O 395 ACER RUBRUM j RED MAPLE le 3 3 354 cf. 0 c.f. 354 cf. 78.54 sf. 1256.64 s.f. 100% 1256.64 al 1256.64 sf. YES � m �"'�' � O 396 ACER RUBRUM / RED MAPLE 3.5' 2 2 165 cf. 0 c.f. 165 c.f. 50.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES w 0: Z 397 ACER RUBRUM / RED MAPLE 3.5" 3 3 165 c.f. 0 c.f. 165 cf. 50.27 s.f. 1256.64 s.f. 100% 1256,64 s.f. 1256.64 s.f. YES E 398 ACER RUBRUM j RED MAPLE 3.5' 3 3 165 cf. p cf. 165 cf. 50.27 s.f. 1256.64 sf. 100% 1256,64 s.f, 1256.64 s.f. YES z 399 FRAXINUS PENNSYLVANICA / GREEN ASH 3' 3 3 285 c.f. 0 c.f. 285 cf. 50.27 s.f. 1256.64 s.f. t 00X 1256.64 s.f. 1256.64 s.f. YES ¢ Z 400 FRAXINUS PENNSYLVANICA / GREEN ASH 3' 3 3 285 c.f. 0 c.f. 285 c.f. 50.27 s.f. 1256.64 s.f. 100X1256.64 el 1256.64 s.f. YES = z Q ..r. .� 401 FRAXINUS PENNSYLVANICA / GREEN ASH 3' 3 3 488 c.f. 0 c.f. 488 cf. 50.27 s.f. 1256.64 s.f 100X 1256.64 s.f. 1256.64 s.f. YES v w ♦ ♦ J ' 402 FRAXINUS PENNSYLVANICA j GREEN ASH 3' 3 3 488 c.f. 0 cf. 488 cf. 50.27 s.f. 1256.64 sf. topx 1256.64 sf. 1256.64 sf. YES o 0 LJ U 403 ACER RUBRUM / RED MAPLE 3.5" 2 2 165 c.f. 0 c.f. 165 c.f. 50.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES a U w 'W O 404 ACER RUBRUM / RED MAPLE 3.5" 3 3 165 cf. 0 c.f. 165 c.f. 50.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES ~ I.Y "C� cn U 0 405 . AGER RUBRUM j RED MAPLE 3,5' 3 3 165 c.f. 0 c.f. 165 cf. 50.27 sf. 1256.64 s.f. 100% 1256.64 sf. 1256.64 s.f. YES Ir m w /" 0 0 FRAXINUS PENNS 1 ASH 3. (L 0- 0- 407 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 3 687 cf. 0 c.f. 687 c.f. 50.27 sf. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 e.f. YES /R 408 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 3 291 c.f. 0 c.f. 291 c.f.. 50.27 s.f. 1256.64 s.f. 100X 1256.64 al 1256.64 a.f. YES o o o 409 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 3 291 cf. 0 c.f. 291 c.f. 50.27 s f. 1256.64 s f. 100% 1256.64 s f. 1256.64 s f. YES Q Z () 410 ACER RUBRUM / RED MAPLE 3.5' 3 3 165 cf. 0 c.f. 165 c.f. 28.27 s.f, 1256.64 a.f. 100% 1256.64 al 1256.64 sf. YES o C% O '^ 411 AGER RUBRUM / RED MAPLE 3.5" 3 3 165 c.f. 0 c.f. 165 c.f. 28.27 s.f. 1256.64 s.f. 100% 1256.64 al 1256.64 s.f. YES U O U 412 ACER RUBRUM / RED MAPLE 3.5' 3 3 165 c.f. 0 c.f. 165 cf. 28.27 sf. 1256.64 sf. 100% 1256.64 af, 1256.64 s.f. YES (n cn N X /' 1 m W Lo N7 M 416 AGER RUBRUM j RED MAPLE 3,5' 3 0 843 cf. 0 cf. 843 cf. 28.27 s.f. 1256.64 sf, tooX 1256.64 sf. 1256.64 sf. YES N 0 Lo 417 BLANK - - - - - - - - - - - a ,- •- L 418 BLANK - - - - - - - - - - - n cv 6 1 z 419 ACER RUBRUM j RED MAPLE 3.5' 3 0 843 c.f. 0 cf. 843 c.#. 28.27 af. 1256.64 sf. 100% 1256.64 sf. 1256.64 s.f. YES 420 ACER RUBRUM / RED MAPLE 3.5" 3 3 165 c.f. 0 c.f. 165 c.f. 28.27 s.f. 1256.64 s.f. 100% 1256.64 s.f. 1256.64 s.f. YES 421 ACER RUBRUM / RED MAPLE 3.5" 3 3 165 c.f. 0 c.f. 165 c.f. 28.27 s.f. 1256.64 s.f. 100% 1256.64 a.f. 1256.64 s.f. YES 422 AGER RUBRUM j RED MAPLE 3.5' 3 3 165 c.f. 0 c.f. 165 c.f. 28.27 s.f. 1256.64 s.f. 100% 1256.64 sf. 1256.64 s.f. YES 423 FRAXINUS PENNSYLVANICA / GREEN ASH 3' 3 0 173 c f. 0 c.f. 173 c.f. 50.27 sf. 1256.64 s.f. 100% 1256.64 a f. 1256.64 s.f. YES 424 FRAXINUS PENNSYLVANICA / GREEN ASH 3" 3 0 173 c.f. 0 c.f. 173 c.f. 50.27 s.f. 1256.64 s.f. 100X 1256.64 sf. 1256.64 s.f. YES W � J N Cf) j OD W cr) 431 BLANK - - - - - - - - - - - J 432 BLANK - _ - _ _ _ _ _ _ _ O LJ 433 BLANK - - - - - - - - - - Z W 434 BLANK - - - - - - - - - - Q _JQ U � O (0co ' cn NOTE: v DENOTES EXISTING TREES 6'AND GREATER CALIPER a -, < "; ...i - .. u _. .r. .. :.-. .. ... ,...w r.>r. .` ."-.-.,:.. "r,•.v' ...,r.' <.a w..cAf. >y.- .,a. a . N DENOTES EXISTING TREES CONDITION RATING OF 1 OR LOWER DENOTES EXISTING TREES TO BE REMOVED FOR PROPOSED IMPROVEMENTS 1,000 cf. L Cs� i Arthur, OR lo//. �W CHA{N LINK METAL FENCE (VALID ONLY WITH SIGNATU RE} v N z Z 6' MAXIMUM 14 GA. GALVANIZED WIRE I r X V M O O 3 � U � � D .W F- z j - o: .- O N ai V) o X Cl. •C cn ki i i 11 11 \ Q z 13 GA. GALVANIZED WIREw L� -1 m a_ 04 z U u QONONO z Ch STEEL FENCE POST 8' HIGH MIN. POSTS 00 TO BE INSTALLED TO A DEPTH OF NO 04 1 U.1 N LESS THAN 1/3 OF THE TOTAL HEIGHT < j Z C9 � OF POST U-) � rJ N w N W N Lr) } cn NOTE: Y ti. v cn i= 1. CLIP FENCE TO GALVANIZED WIRE AT 5' ON-CENTER SPACING. a 2. WIRE FENCE TO STEEL FENCE- POST. 3. THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND GRADING. ' FENCING IS NOT TO BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALLcn EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). 4. ALL CLEANING WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF GROUND, "� � �y 40 NO CUTS OR FILLS. 5. UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE OR CONCRETE RISE WATER SHOULD NOT IMPACT THE RPZ. Q w z NO WIRE, CABLES OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION f `' w 04 6. IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT PROJECT ARBORIST PRIOR TO THE, OPERATIONS TO o DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREE'S HEALTH. 2 c aSJv GO a TREE PROTECTION FENCING DETAIL N N.T.S. T N4Do Z co ° to (D cn 00 CL li A M TCHLINE S :E SHE€ c� N N `\ s ■ _ i V 8 V 1 =3C1wr0 Q - M O — — — s--- ._- Irmo, m N o Z r 0 15 30 60 SD O. KHMM 1 Q IwI. 0J . —r— rOr —s-- -- � O — — MW - — --sss—ss— rws-- Q? w Milo Z ................................................... . . ..... ........ . —ar---r—r •rr� s—s rsaw-- — awns --- s�. srsars r— _i -- s— Q ��y,,��y,, Z {�� W SD Z W w 0 Q O W - W 0 � Q U o �► z 0 ------- z (y � :::i:r::i:: .. ....—....-- r! V W Q ...................... ..-- - awar—.......-- ...................... ..:. . U �- ---- - -- —r . ............. •w-------s W •:hYA•. - taW Ln J 5 u� v JJ Y� A IY w w fes. W W O W N C� C� Q CL O U a -� CL Ucc H C� .r U3 a �- H Q O Q0 Z U3 V U U Y a 0 0 O Q U 0 � O N J U ....................................... Q 4 Q m co M M_ r N r r r r d+ I r r //�y/M\\ N r N Q� O r r Ver/ M N r o r Z jl I' ................................................ ................................................. ...... .............................................. .. . ...... .... ..... ......c — r----- s 9, .r r--~----�-- ,I� s soi W • • • • J N i i Q V� • i • • W 1 J ---- O Q = W M _YSTO .•'p: Q 0 V J 1 W U CCS W H w cn Q W C!� W W O W ---- - U r- 1 ................................ ... • • -----••..................... .... ............................ ... ::.. rFo ..................................... . ..... ... ...,. • • • • O ........ cl 1 E • 641 0 �. -----.. rt ..........I........................ G A hur M. Said : .................•......:..::.::::::.:.............. 1 a� �o 10 1/1 w C tf P R VALID ONLY WITH SIGNAT URE — A Q O 0 ........................................ n 0 xq d4x1 � �I%fii ............... U 'NQ�o KAM 7 O ................. . . rtiW Z to II qr I LANDSCAPE PLANT MATERIAL. LEGEND' 7.7 " " .l- a as q SIZE ................. $ x` ...... . SYMBOL BOTANICAL j COMMON NAMES CONDITION SPACING QUANTITY REMARKS c m a J p A TREES: .�' c Q a a o w q FRAXINUS PENNSYLVANICA 2 1/2" CAL AS 7 STAKE AND GUY FOR ONE GROWING SEASON, ;:::;:c::;:: ::: o a ca �t a < / / SHOWN NURSERY GROWN FOR STREET TREE USE, Q a GREEN ASH B & B BRANCHED AND 6' Q _ :::. q STAKE AND GUY FOR ONE GROWING SEASON �— 00 z > r 6 AK ..: :: :;:` 5: x GLEDITSIA 7RIACANTHOS (MORAINE / 2 CAL. � :;::.;:;;.;.: ;:;:;:; + MORAINE LOCUST B & B SHOWN NURSERY GROWN FOR STREET TREE USE, r –_ : ::..:;•::•::::•:;•: W O z BRANCHED AND 6' W N V)Q PLATANUS ACERIFOLIA 'BLOODGOOD' j 2 1/2" CAL AS 10 STAKE AND GUY FOR ONE GROWING SEASON, + BLOODGOOD LONDON PLANE TREE B &- B SHOWN NURSERY GROWN FOR STREET' TREE USE, • i w V- BRANCHED AND 6' � > 04 Z Qr�) NN p r� " • • ON00 :.:.. - ::::: Z _ 1 PYRUS CALLERYANA 'CHANTICLEER' j 2 CALF AS 4 STAKE AND GUY FOR ONE GROWING SEASON, '::;....-� o C � � � z a ° CHANTICLEER FLOWERING PEAR B & B . SHOWN NURSERY GROWN FOR STREET TREE USE, ,� ''`'`'''''' Z ! ! w �`' » BRANCHED AND' 6' N Q ''�' q ' N N ZZ - THUJA PLICATA 'EXCELSA' / 6'-7' HT. AS 6 STAKE AND GUY FOR ONE GROWING SEASON, • i q IXCELAS WESTERN RED CEDAR B &' B SHOWN NURSERY GROWN, UN—CUT LEADER, FULL -71 cv Z N a 00 W ¢ > 1= SHRUBS: Y •,..�. .. c.a cn a p +-• ARBUTUS UNEDO 'COMPACTA! j 36" HT. 4' O.C. 115 FULL AND BUSHY, MATCHED HEIGHT AND FORM X o " COMPACT STRAWBERRY TREE MINIMUM 1 0 -- q ' xi HEMEROCALLJS HYBRIDS / i GALLON 2,5" O.C, 61 FULL, YELLOW FLOWER � DAYLILY GATE Q V J o MAHONIA AQUIFOLIUM 36 HT. 4 O.C. 171 FULL AND BUSHY, 3 CANES MINIMUM x / Q , x Z d- OREGON GRAPE MINIMUM Q �, to IN s' ... M q CO qqaq PRUNUS LAUROCERASUS OTTO LUYKENr 18 21 3r O.C. 326 FULL AND BUSHY, MATCHED HEIGHT AND FORMM 0 OTTO LUYKEN LAUREL Q .,,.............. M c •L GROUNDCOVERS: CC► o, a ARCTOSTAPHYLOS UVA URS( / 4» POT 12» O.C. AS REQ'D FULL, HOLD 12» FROM BORDERS KINNIKINNICK W " » FRAGARIA LIPSTICK. AS REQ'D 12 FROM ORDERS D N � / 4 POT 12 O.C. FULL, HOLD B O `{ m E LIPSTICK BEACH STRAWBERRY d' (f • r A 1 0 SE REWD ,E ROSE 1 GALLON 2,5 O.C. AS WHITE FLOWER- CARPET Q N o FULL AND BUSHY HOLD 18 FROM BORDERS L a� a 3 O d3 VY q o ON COMMON NAME z .......................... cn 0 ............ .... EXISTING LANDSCAPE AREA 0