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Plans 3Z PLM2013 - 004 15 a C BD J _ NOV 2013 CITYO TID PROJECT NO, 20136090 CONSTRUCTION SET 09 OCTOBER 2013 a F F E N A Y T N = N T = R 1 2 2 2 0 SW SCHOLLS FERRY ROAD TZ GARD 0REG PROJECT PERMIT LIST MINOR MODIFICATION APPROVAL : M M D 2 0 13 - 0 0 0 2 9 TREE REMOVAL PERMIT : TRE201 3 - 00019 COMMERCIAL - SITE WORK PERMIT : SIT 2013 - 00010 COMMERCIAL - DEMOLITION PERMIT : BUP201 3 - 00199 COMMERCIAL - BUILDING PERMIT : B U P 2 0 13 - 0 0 2 16 OFFICE COPrY Approved --------------------------------- Conditionally Approved-------------- -�. For only the work as dmsc°ibed in�: `�'�✓� Ps- AIT NOC . .mac. &ee'..atterto:Follow-------------...,......... ti dab kddress: S. CONTACTS Notice of Extended payment Provision: The Contract will allow the owner to make payment within 20 days after the date a billing or estimate is submitted. Notice of Alternate Billing Cycle: The contract will allow the owner to require the submission of billings or estimates in billing cycles other than 30-day cycles. Billings or estimates for the contract shall be OWNER CONTRACTOR ARCHITECT STRUCTURAL ENGINEER CML ENGINEER / LANDSCAPE ARCHITECT submitted as follows: Each calendar month ending on the last day of the applicable month. REGENCY CENTERS JR ABBOTT CONSTRUCTION GBD ARCHITECTS, Incorporated VLMK Consulting Engineers CARDNO WRG Sr. Project Manager 307 SE Hawthorne Avenue, Suite 150 1120 NW Couch Street, Suite 300 3933 SW Kelly Avenue 5415 SW Westgate Drive, Suite 100 2999 Oak Road, Suite 1000 Portland, Oregon 97214 Portland, Oregon 97209 Portland, OR 97239 Portland, OR 97221 Walnut Creek, CA 94597 Phone: 503 / 213-4033 Phone: 503 / 224-9656 Phone: 503 / 222-4453 x 120 Phone: 503 / 419-2500 Phone: 925 / 279-1876 direct Fax: 503 / 293-2400 Fax: 503 / 299-6273 Fax: 503 / 248-9263 Fax: 503 / 419-2600 Contact: Rob Mokry Mobile: 503 / 890-4542 Contact: Matthew Bray / Phil Beyl Mobile: 503 / 310-4335 Mobile: 503 / 730-8602 Email: RobMokry@RegencyCenters.com Contact. Ryan Sexton Email: matthew@gbdarchitects.com Contact: Jason C. Sahlin / Ken Rust Email: resexton@jrabbott.com Email: jasons@vlmk.com / kenr@vlmk.com Contact: Ben F Williams, P.E. / Seth GaRey CCB#: # 54656 Email: ben.williams@cardno.com / seth.garey@cardno.com REGENCY CENTERS 5335 Southwest Meadows Road, Suite 295 Lake Oswego, OR 97035 Phone: 503 / 603-4726 direct Phone: 503 / 603-4700 Contact: Craig Ramey Email: Craig Ramey@RegencyCenters.com D t ARCHITECTURAL ABBREVIATIONS GENERAL INSTRUCTIONS BUILDING DRA1rilNG INDEX / [DRAWING ISSUE LOG GREEN BUILDING REQUIREMENTS BID PACKAGE 1 -SHELL AND CORE PROJECT TYPE: RETAIL (GROCERY) AUTOMATIC SPRINKLER SYSTEM (903.3.1.1) M M M M AB ANCHOR BOLT EP ELECTRICAL PANEL LINO LINOLEUM PSI POUNDS PER CUBIC INCH TO TOP OF OCCUPANCY: GROUP M (MERCANTILE) LEGEND y o o IT IS NOT THE INTENT OF THIS PROJECT TO ACHIEVE A SPECIFIC LEED CERTIFICATION LEVEL. ABV ABOVE EQ EQUAL LT SW LIGHT SWITCH PT PAINT TOC TOP OF CONCRETE OR HOWEVER,TENANT IMPROVEMENT MAY ELECT TO PURSUE GREEN GLOBES CERTIFICATION. - DEMOLITION CONSTRUCTION TYPE: `�t' I� D,CATCS ?E2,1. IT SL, A/C AIR CONDITIONING EQUIP EQUIPMENT LVR LOUVER PT PRESSURE TREATED CURB PROJECT LOCATION: SW 121ST AVENUE AND SCHOLLS FERRY ROAD -. _ AC ASPHALTIC CONCRETE EX EXISTING M METER PTD PAPER TOWEL DISPENSER TOSS TOP OF STRUCTURAL SLA -SITE/BUILDING UTILITY UPGRADES AD AREA DRAIN EXH EXHAUST MACH MACHINE PTN PARTITION TOT TOTAL -LOADING DOCK EXPANSION/MOTIGARD OREGON 97007 TABLE 601: TYPE III-BDIFICATIONS 0 INCLUDED U w z ADDM ADDENDUM EXP EXPANSION MAS MASONRY TP TOILET PARTITION DESIGN /BUILD PROVIDED BY CONTRACTOR -OUTDOOR SEATING AREA PLAZA PLANTERS (NO FIRE-RESISTAVE RATING REQUIREMENTS FOR BUILDING N t� U ADJ ADJUSTABLE EXT EXTERIOR MATL MATERIAL QT QUARRY TILE TPD TOILET PAPER DISPENSER ( ) PROJECT DESCRIPTION 0 REFCRENCE ONLY O Z z AFF ABOVE FINISHED FLOOR FA FIRE ALARM MAX MAXIMUM QTR QUARTER TPNG TOPPING THE FOLLOWING WORK SCOPE IS TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR: -NEW TENANT EXTERIOR CLADDING/ FACADE TREATMENTS, ELEMENTS REQUIRED.) Z U OIL AFG ABOVE FINISHED GRADE FB FLAT BAR MKR BD MARKER BOARD TRV THERMAL RESISTANCE - NEW MAIN ENTRY FEATURE 1. BUILDING PERMIT SUMMARY OF TENANT IMPROVEMENT FORA v � __j o AHU AIR HANDLING UNIT FD FLOOR DRAIN MCP METAL CEILING PANEL VALVE MECHANICAL NEW WHOLE FOODS STORE AT 12220 SW 121ST AVENUE AND SCROLLS FERRY ROAD, J O Q GBD Architects, Incorporated R RADIUS -EXTERIOR BUILDING CANOPIES TIGARD, OREGON 97007. FIRE RESISTIVE REQUIREMENTS (TABLE 601) o 5 o CL ALT ALTERNATE FDTN FOUNDATION MECH MECHANICAL R RISER TSD TOILET SEAT COVER ELECTRICAL - BUILDING SIDEWALKS: FROM GRIDLINE N EAST ALUM ALUMINUM FE FIRE EXTINGUISHER MEMB MEMBRANE RA RETURN AIR DISPENSER PLUMBING STRUCTURAL FRAME: 0 HR 1120 NW Couch St. AMT AMOUNT FEC FIRE EXTINGUISHER MFR MANUFACTURER RA GR RETURN AIR GRILL TWP TACKABLE WALL PANELTHE OVERALL PROJECT INCLUDES THE EXTERIOR RENOVATION OF AN EXISTING 37 GENERAL INFORMATION ANOD ANODIZE916 D) CABINET MH MANHOLE RB RUBBER BASE TYP TYPICAL FIRE SPRINKLERS EXTERIOR BEARING WALLS: 2 HR* G000 COVER SHEET Portland, OR 97209 Suite 300 SF (AND 2,808 SF MEZZANINE AREAS) SINGLE STORY GROCERY TENANT AREA INTO A 0 * ® * ® APPROx APPROXIMATE FIN FLR FINISH FLOOR MIN MINIMUM RCP REFLECTED CEILING PLAN LOW VOLTAGE(INCLUDES FIRE ALARM,TELEPHONE,DATA,CCN ACCESS CONTROLS) BID PACKAGE 2 - SITE AND FACADE ARCH ARCHITECT(URAL) FIN FINISH(ED) MISC MISCELLANEOUS RD ROOF DRAIN U/C UNDER COUNTER SIGNAGE NEW GROCERY TENANT. SCOPE OF WORK INCLUDES EXTERIOR CLADDING/FACADE INTERIOR BEARING WALLS: 0 HR G001 SYMBOLS, NOTES,ABBREVIATIONS,ADA 9 AUTO AUTOMATIC FIXT FIXTURE MO MASONRY OPENING REC RECESSED UNnN UNFINISHED TREATMENTS, A NEW ENTRY ELEMENT AND EXTERIOR BUILDING CANOPIES. Tel. (503)224-9656 AWT ACOUSTICAL WALL FLASH FLASHING MIRR MIRROR UNO UNLESS NOTED OTHERWISE -PAVING REF REFERENCE bdarchitects.com TREATMENT FLR FLOOR MTD MOUNTED UR URINAL - RESTRIPING * EXTERIOR NONBEARING WALLS: CIVIL 9 MTL METAL REQD REINFORCED REQUIRED SUBMITTALS&SHOP DRAWINGS 2. MINOR SITE MODIFICATIONS INCLUDE LOADING DOCK IMPROVEMENTS PARKING BC BACK OF CURB MOOR FLOORMATMWP METAL WALL PANEL READ REQUIRED VOLT VOLTAGE THE FOLLOWING ITEMS SHALL BE SUBMITTED TO GBD ARCHITECTS FOR REVIEW AND - LANDSCAPING ISLANDS (CIVIL/LANDSCAPE MATERIALS) AREA RESTRIPING, LANDSCAPING, LIGHTING AND OUTDOOR PLAZAS,AND PUBLIC MORE THAN 30' FIRE SEP. 0 HR C0.0 COVER SHEET 0 ® 0 910 GBD©2013 BD BOARD FOF FACE OF FINISH M METER REV IL REVISION T VR VAPOR RETARDER APPROVAL BEFORE FABRICATING, ORDERING OR INSTALLATION: -SIDEWALK PAVING- BALANCE OF RETAIL CENTER WAY IMPROVEMENTS ARE UNDER SEPARATE PERMIT. C1.0 EXISTING CONDITIONS PLAN 0 0 0 ® 0 BLDG BUILDING FOC FACE OF CONCRETE MACH MACHINE VENT VENTILATION - NEW SITE POLE LIGHTING (POLES, FIXTURES,AND BASE MOUNTING) REFL REFLECTED BLK BLOCK FOM FACE OF MASONRY MAS MASONRY VERT VERTICAL -CAST IN PLACE PLANTERS C1.1 DEMOLITION PLAN 0 • 0 010 BLKG BLOCKING FOS FACE OF STUDS MATL MATERIAL RFLR RAISED FLOOR SYSTEM INT. NON-BEARING WALLS: 0 HR VEST VESTIBULE HANDRAILS AND GUARDRAILS -MINOR MODIFICATION APPROVAL NO.: MMD2013-00029 BM BEAM OR BENCHMARK FPRF FIREPROTECTION MAX MAXIMUM RM ROOM VIF VERIFY IN FIELD INTERIOR DOORS/FRAMES - LIGHTING AT EXISTING PIERS/NEW LANTERNS FLOOR CONSTRUCTION: 0 HR RND ROUND -NEW LANTERN FEATURES (5 TOTAL) C2.0 SITE PLAN 0 ® 0 00 BOD BOTTOM OF DECK FIR FIRE MARKER R VENEER BOR BOTTOM OF REVEAL FRAP FIREMANSISREMOTE ANNUN. MCP BD METAL CEIILIINGDPANEL RO ROUGH OPENING VPVENEER PLASTER DOOR HARDWARE - NEW EXTERIOR CLADDING AT EXISTING TENANT FASCIA -TREE REMOVAL PERMIT RECORD NO.: TRE2013-00019 ROOF CONSTRUCTION: 0 HR C2.1 SITE DIMENSION PLAN 0 ® 0 ® 0 ® STAMP BOT BOTTOM PNL. MECH MECHANICAL RV ROOF VENT STOREFRONT/GLASS PAINT SAMPLES -COMMERCIAL-SITE WORK PERMIT NO.: SIT2013-00016 FIRE RATED CONSTRUCTION-EXTERIOR WALLS (705) C3.0 GRADING PLAN- NORTH 0 0 0 90 BRG BEARING FT FOOT OR FEET MEMB MEMBRANE Ake BRK BRICK FTG FOOTING MFR MANUFACTURER SAT SUUSPENDED ACOUSTICAL W/ WITH FLOORING SAMPLES ALTERNATES 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV,V C3.1 GRADING PLAN-SOUTH 0 ® 0 00 ®BSMT BASEMENT FURN FURNITURE MH MANHOLE LIGHTING MIN MINIMUM TILE WC WATER CLOSET 3. FULL INTERIOR TENANT IMPROVEMENTS ARE UNDER SEPARATE PERMIT. CONSTRUCTION SHALL BE OF ANY APPROVED MATERIAL. CAB ANCHOCABINETRY G GROUND MISC MISCELLANEOUS SC SOLID CORE WD WOOD FIRE SPRINKLERS ALTERNATE#1 - ENTRY RELOCATION C3.2 EROSION CONTROL PLAN O ® O ® 0 ® �� SCHED SCHEDULE WB WOOD BASE STEEL ASSEMBLIES-CANOPIES/EXTERIOR ENTRY 4. REFER TO DEFERRED SUBMTTAL LIST FOR DESIGN/BUILD TRADES. CB CATCH BASIN GA GAUGE MO MASONRY OPENING SD SOAP DISPENSER WDW WINDOW C3.3 EROSION CONTROL DETAILS 0 ® 0 0 0 ® PHOP B CEM CEMENT GALV GALVANIZED MIRK MIRROR SECT SECTION WGL WIRED GLASS MECHANICAL/ ELECTRICAL/ PLUMBING EQUIPMENT LAYOUT&SPECIFICATIONS ALTERNATE#2- ADDITIONAL STOREFRONT AT OUTDOOR SEATING ENTRANCE PARAPETS- NOT REQUIRED (705.11 -EXCEPTION 3) CG CORNER GUARD GB GRAB BAR MTD MOUNTED SF SQUARE FOOT/FEET WHTBD WHEATBOARD EXTERIOR SIGNAGE C4.0 UTILITY PLAN 0 • 0 ® 0 CH COAT HOOK GC GENERAL CONTRACTOR MTL METAL SHD WINDOW SHADE W/O WITHOUT APPLICABLE CODES: CIP CAST-IN-PLACE GL GLASS MWP METAL WALL PANEL SHTHG SHEATHING WP WATERPROOFING ALTERNATE#3- LOADING DOCK EXPANSION EXTERIOR OPENINGS (TABLE 705.8) C5.0 SITE DETAILS O ® O ® O ® PORTLAND, ORE CL CENTER LINE GYP BD GYPSUM BOARD SHT SHEET WDP WOOD PANELING -2010 OREGON STRUCTURAL SPECIALTY CODE-BASED ON THE 2007 EDITION OF CLG CEILING THE IBC AND AMENDED BY THE STATE OF OREGON. FSD>30 UNLIMITED AREA OF UNPROTECTED OPENINGS C5.1 UTILITY DETAILS 1 0 0 01* 0 ® CLR CLEAR HB HOSE BIBB N NORTH SIM SIMILAR WR WASTE RECEPTACLE ALTERNATE#4- REVISED EXIT DOOR LOCATION-AT GRIDLINE S/23.5 �i CLK CLOCK HDR HEADER NA NOT APPLICABLE WSCT WAINSCOT THE FOLLOWING ARE DEFERRED SUBMITTALS: -2007 OREGON FIRE CODE. (BASED ON 2006 IFC). FSD 5-10 25�o ALLOWABLE AREA FOR UNPROTECTED, C5.2 UTILITY DETAILS II 0 O 0190 ® �r NO NAPKIN DISPOSAL WT WEIGHT • MECHANICAL ALTERNATE#5- INCREASED HEIGHT OF MAINE Y N '- " SPRINKLERED OPENINGS OF O� CMU CONCRETE MASONRY UNIT HDW HARDWARE NIC NOT IN CONTRACT SLNT SEALANT WTR WATER . ELECTRICAL ENTRY CANOPY 4 6 -2005 OREGON ELECTRICAL SPECIALTY CODE. BASED ON 2005 NEC). CNTR COUNTER HDWD HARDWOOD NO NUMBER SMK CUR SMOKE CURTAIN W/W WALL TO WALL ( ) LANDSCAPE COL COLUMN HM HOLLOW METAL PLUMBING -2007 OREGON MECHANICAL SPECIALTY CODE. (BASED ON 2006 IMC). (ALLOWABLE AREA PERCENTAGES ARE FOR THE EXTERIOR WALL, COMP COMPOSITE HNDRL HANDRAIL NOM NOMINAL SND SANITARY NAPKIN WWF WELDED WIRE FABRIC . FIRE SPRINKLERS ALTERNATE#6- NEW STAIR AT EQUIPMENT (SOUTH) MEZZANINE PER STORY.) Ll.0 LANDSCAPE PLANTING PLAN 0 ® 0 ® 0 ® CONSULTANT NTS NOT TO SCALE DISPENSER -2005 OREGON PLUMBING SPECIALTY CODE. (BASED ON 2003 UPC). L1.1 LANDSCAPE DETAILS AND NOTES O O ® O CONC CONCRETE HORIZ HORIZONTAL SNDU SANITARY NAPKIN XFMR TRANSFORMER � LOW VOLTAGE(INCLUDES FIRE ALARM,TELEPHONE,DATA,CCTV,ACCESS CONTROLS) ALTERNATE#7- NEW STEEL SUPPORT AT EQUIPMENT SOUTH MEZZANINE FOR CONT CONTINUE/CONTINUOUS HR HOUR OA OUTSIDE AIR DISPOSAL UNIT SIGNAGE (SOUTH) -CITY OF TIGARD DEVELOPMENT CODE. CORR CORRIDOR HT HEIGHT OC ON CENTER SOG SLAB ON GRADE YD YARD 250# TENANT EQUIPMENT LOADS PER LEASE AUTOMATIC DOORS 1109.9.6: COV PL COVER PLATE HTG HEATING OD OUTSIDE SPEC SPECIFICATION AUTOMATIC AND POWER-ASISTED DOORS ARE NOT REQUIRED, STRUCTURAL CPT CARPET HTR HEATER DIAMETER/DIMENSION SQ SQUARE BUILDING AREA : CT CERAMIC TILE HVAC HEATING, VENTILATING & ODS OVERFLOW DOWNSPOUT SS STAINLESS STEEL BUT WHEN USED SHALL BE OPERABLE AS REQUIRED BY 1109.9.6, S001 STRUCTURAL NOTES AND SPECIAL INSPECTIONS ® ® SIC CTR CENTER AIR CONDITIONING ST STREET REQUIRED SPECIAL INSPECTIONS: GROUND FLOOR (EXISTING): 37,916 GSF 1108.1.3.2 AND 1008.1.3.3 : S101 FOUNDATION PLAN OF/CI OWNER FURNISHED/ STD STANDARD 1. STEEL CONSTRUCTION MEZZANINE (EXISTING-OFFICE): + 1,834 GSF EXCEPTION: ELECTRIC EYE-ACTUATED POWER OPERATORS. S102 MEZZANINE/CANOPYLEVEL FRAMING PLAN D DEEP IDOL INTEGRAL COLOR STL STEEL MEZZANINE EXISTING-MECHANICAL): + 974 GSF DBL DOUBLE ID INSIDE CONTRACTOR INSTALLED STN STAIN 2. SCREW ANCHORS ( ) S103 ROOF FRAMING PLAN ® ajc DET DETAIL DIAMETER/DIMENSION OF/OI OWNER FURNISHED/OWNER STOR STORAGE 3. ANCHORS-ADHESIVE DF DRINKING FOUNTAIN IN INCH INSTALLED STRUCT STRUCTURAL TOTAL AREA: 40,724 GSF S501 SECTIONS AND DETAILS DIA DIAMETER INCL INCLUDED OPNG OPENING ( ) SURF SURFACE DIM DIMENSION INFO INFORMATION OPP OPPOSITE SUSP SUSPEND(ED) S511 FRAMING DETAILS DN DOWN INSUL INSULATION OPT OPTIONAL SV SHEET VINYL OUTDOOR SEATING AREA (COVERED): 512 GSF S512 LANTERN FRAMING DETAILS �C DR DOOR INT INTERIOR ORIG ORIGINAL SYMM SYMMETRICAL DR DRAIN INV INVERT OVHD OVERHEAD SYS SYSTEM NUMBER OF STORIES: ONE STORY S521 ROOF FRAMING DETAILS D DOWNSPOUT PVG PAVING HEIGHT EXISTING 24'-0 3/8" S522 ROOF FRAMING DETAILS DSL DOOR WITH SIDELITE J-BOX JUNCTION BOX T TREAD HEIGHT ( 28'-9 1 2" HIGHEST POINT-MAX.DWG DRAWING JST JOIST PC PRECAST CONCRETE TOB TOP OF BEAM (PROPOSED): / ( 20%) JT JOINT PCF POUNDS PER CUBIC FOOT TC TRAFFIC COATING ARCHITECTURAL E EAST JAN CLO JANITOR CLOSET PERF PROPE RTY DLINE TEMP TEMPORARY WIND EXPOSURE: B D100 DEMOLITION SITE PLAN • *k • 0 EA EACH TG TEMPERED GLASS SEISMIC ZONE: DESIGN CATEGORY D 101 EXP BT EXPANSION BOLT K4 KNOCKOUT PL PLATE TERM TERMINATION A100 SITE PLAN EJ EXPANSION JOINT KPL KICKPLATE PLAM PLASTIC LAMINATE FIRE SEPARATION: 0 HOURS ADJACENT TO M OR B TENANT SPACE OCCUPANCY) ® ® EL ELEVATION PLAS PLASTER T&G TONGUE & GROOVE D101 DEMOLITION FLOOR PLAN ELEC ELECTRIC(AL) L LENGTH PLBG PLUMBING THK THICKNESS 2 HOURS (TENANT REQUIREMENT) 0 00 A101 FLOOR PLAN �c ELEV ELEVATOR LAM LAMINATE PLYWD PLYWOOD THRES THRESHOLD PNL PANEL THRU THROUGH D102 DEMOLITION MEZZANINE PLAN EMER EMERGENCY LAV LAVATORY PRELIM PRELIMINARY ZONING ® � ® O ENCL ENCLOSURE LB POUND ENGR ENGINEER LF LINEAR FOOT OR FEET PSC PROJECTION SCREEN GENERAL NOTES GENERAL NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS. Al 02 MEZZANINE FLOOR PLAN PRE-APPLICATION CONE NO.: PRE 2013-00015 D103 DEMOLITION ROOF PLAN �C 001 1. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE AS-BUILT DRAWINGS, 22.PAINTING/FINISHING OF MATERIALS TO BE PREPARED PER MANUFACTURER JURISDICTION: CITY OF TIGARD Al 03 ROOF PLAN �c KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS OR ANY COVERED RECOMMENDATIONS AFTER MATERIAL REPAIRED, PATCHED AND FILLED AS YEAR BUILT: 1979 D201 DEMOLITION EXTERIOR ELEVATIONS ® ® �C O STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, FIELD REQUIRED. DIMENSIONING NOTES VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE ZONE: CG (PD) -GENERAL COMMERCIAL A201 EXTERIOR ELEVATIONS ® ® �k COMPLETE WORK MEETING ALL REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. 23.CONTRACTOR TO PROVIDE ON SITE SUPERVISION AS REQUIRED BY OWNER. DESIGN REVIEW OVERLAY: N/A A202 EXTERIOR ELEVATIONS ® 0 PROJECT URBAN RENEWAL DISTRICT: N/A A301 BUILDING SECTIONS 0 1. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF FINISH UNLESS B. DOORS OR OPENINGS LOCATED WITHIN A CMU WALL AT A RIGHT 2. DRAWINGS PROVIDED ARE REPRESENTATIONAL:ALL EXISTING CONDITIONS SHOULD 24.ALL DOORS ARE EXISTING UNLESS INDICATED OTHERWISE WITH NEW DOOR NUMBER. OTHERWISE NOTED. ANGLE TO AN ADJACENT WALL ARE TO BE INSTALLED 10 INCHES FROM BE VERIFIED IN FIELD AND AS BUILT DOCUMENTS SHOULD BE REVIEWED PRIOR TO BID HISTORIC DISTRICT: N/A A501 DETAILS SAID CONDITION. THIS CONDITION IS TYPICAL AND WILL NOT BE AND AS REQUIRED DURING CONSTRUCTION. 25.HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, HISTORIC RESOURCE STATUS: N/A A701 REFLECTED CEILING PLAN ® Greenway Town Center 2. ALL DEMISING WALLS ARE DIMENSIONED TO CENTERLINE OF PARTITION DIMENSIONED. CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR y ASSEMBLY. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS AND TO TAX MAP LOT#: 1S134BC00300 A901 DOORS/WINDOWS/DETAILS OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT ® 12220 SW Scholls Ferry Road 3. THE TERM "EQUAL" OR "EQ." IS USED IN LIEU OF ACTUAL DIMENSIONS WALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY ON PLANS OR THE SITE AS REQUIRING TIGHT GRASPING, PINCHING,OR TWISTING TO OPERATE. WHERE TAX ACCT#: R983537 Tigard, OR 97223 WHERE EQUAL SPACING OF ELEMENTS IS REQUIRED. IMMEDIATELY. NO ALLOWANCE WILL BE MADE FOR UNFAVORABLE CONDITIONS OR CMU WALL APPLICABLE, MATCH EXISTING HARDWARE. SITE AREA; 332,810 (7.64 AC.) VICINITY 4. THE TERM "CLEAR" IS USED TO DENOTE A MINIMUM DIMENSIONAL EVENT WHICH MIGHT HAVE BEEN UNFORESEEN FROM A THOROUGH EXAMINATION REQUIREMENT; HOWEVER THE DIMENSION COULD BE LARGER. OF THE SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE 26.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH OOF CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN FROM INFORMATION CITY FIRE MARSHAL REQUIREMENTS. y CLIENT 5. WALLS CENTERED ON A COLUMN OR GRID LINE WILL NOT BE 1 O DOOR OR OPENING AVAILABLE AT THE TIME. DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. C. DOORS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE 27.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH R-1 DIMENSIONED TO THE CRITICAL JAMB CLEARANCE. 4. IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC AREAS THAT AFFECT THE CITY FIRE MARSHAL REQUIREMENTS. FIRE LIFE -� SAFETY LEGEND � � Regency Centers COLUMN CENTERLINE WORK, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ARCHITECT a1 O EXIT PATH "'MIN(UNO) TO EVALUATE THE CONDITION. 28.THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING MECHANICAL W/EGRESS LIGHTING ON EMERGENCY POWER. R0°M SF R 5335 29 Meadows F_ DOOR OR OPENING SQUARE FOOTAGE Q PARTITION AND ELECTRICAL ITEMS AND PARTITIONS IS THE RESPONSIBILITY OF THE RESPECTIVE MIN.ILLUMINATION FOOT-CANDLE LEVELS AS REQUIRED BY SECTION 1006 OF Roots occ. o.LF. Ilk Suite 295 5. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PRECEDING CONTRACTOR/VENDOR TO MEET THE CURRENT BUILDING CODES. THE BUILDING CODE SHALL BE MAINTAINED AT FLOOR LEVEL THROUGHOUT ROOM OCCUPANCY OCCUPANCY LOAD FACTOR RRY Lake Oswego, OR 97035 WITH WORK. EXIT PATH. oars �,.� �E 6. WALLS WITH A FINISHED FACE FLUSH WITH THE FINISH FACE OF A REQUIRED EXITS -OCCUPANCY TYPE COLUMN OR CORE WALL WILL NOT BE DIMENSIONED BUT WILL BE 29.ALL ENGINEERING AND PROFESSIONAL STAMPS FOR APPLICABLE SYSTEMS TO BE EXIT FROM BUILDING DRAWN AS INDICATED BELOW. 6. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO PROVIDED BY THE DESIGN-BUILD CONTRACTOR(S). Gj Lu X' - y DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING INTERNALLY LIGHTED SIGNSIGN(w/DIRECTION AS REQ'D)."EXIT ROUTE' ��, �-COLUMN CENTERLINE WALL WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. !® AND TACTILE FLOOR SIGNS SUCH AS,"EXIT RAMP UP",AS&WHERE REQ'D BY �O BUILDING CODE SECTION 1011.2. 0- `� 30.ALL DESIGN/BUILD SYSTEMS ARE UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED AND �j �� LO PARTITION D. OPENINGS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE 7. THE CONTRACTOR(S) SHALL PROVIDE/PERFORM ALL DEMOLITION AND OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES I INSTRUCTIONS AND SECTION 2702.EXIT SIGNS SHALL BE ILLUMINATED AT ALL 0 DIMENSIONED TO THE CRITICAL JAMB CLEARANCE OF OPENING AND THE CONSTRUCTION LABOR, FURNISH/INSTALL CASEWORK AND FIXTURES, TIMES PER SECTION 1011.4) � � �-"I OPENING WILL BE DIMENSIONED. TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK 31. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED/RELOCATED TO MEET N O�� TIGARD 7. WALLS WITH A FINISH FACE ON A COLUMN GRID LINE WILL NOT BE SHOWN ON THE DRAWINGS AND SPECIFICATIONS,AND DESCRIBED HEREIN, UNLESS BUILDING CODE AND PRESCRIPTIVE LIGHTING PATH. EGRESS PLAN IS INDICATED IN FECH FIRE EXTINGUISHER CABINET-LOCATION AND NUMBER OF FIRE EXTINGUISHERS B CT PROPERTY DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. NOTED OTHERWISE. THESE DOCUMENTS, BUT SHOULD BE REVIEWED BY THE DESIGN/BUILD FIRE SYSTEMS TO BE INSTALLED PER FIRE MARSHAL REQUIREMENTS/FIELD INSPECTOR. SUBCONTRACTOR. CENTERLINE 8. DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT IN WRITING, OF ANY X' - Y" C - Y" DISCREPANCIES PRIOR TO PRECEDING WITH WORK. 32. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS,SMOKE DETECTION SYSTEMS,SMOKE EVACUATION PARTITION 9. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK,THE CONTRACTOR SHALL SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS f,- � (NOT TO SCALE) 9. DO NOT SCALE DRAWINGS FOR DIMENSIONS. DIMENSIONS ARE VERIFY, IN THE FIELD,ALL DIMENSIONS AND ELEVATIONS WHICH ARE REQUIRED FOR THROUGHOUT CONSTRUCTION. \ ? 8. DOORS AND OPENINGS IN WALLS: INDICATED IN THE DOCUMENTS. CONNECTIONS TO, OR INSTALLATION IN,AREAS COVERED BY DOCUMENTS-REPORT b DISCREPANCIES. A. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE 33.VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS CONDITION IS 10.THE DESIGNATION "D.P." IS USED TO INDICATE A DIMENSION POINT PROCEEDING WITH WORK. DISCREPANCIES, IF ANY,ARE TO BE REFERRED TO THE r0m] TYPICAL AND WILL NOT BE DIMENSIONED. REFERENCED FROM ANOTHER LOCATION IN THE DRAWING SET. 10.ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES EFFECTIVE ARCHITECT IMMEDIATELY FOR DETERMINATION ON HOW TO PROCEED. DIMENSIONS ARE NOT REPEATED. AT TIME OF CONSTRUCTION. WALL 12/A402 11 34.THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND D.P. X - Y 11.ALL DESIGN/BUILD CONTRACTOR(S) RESPONSIBLE FOR OBTAINING AND PAYING ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, -'''- U FOR REQUIRED PLAN CHECK, BUILDING PERMIT,AND ANY OTHER PERMITS AND FEES CONDUITS, CABINETS AND EQUIPMENT,AND SHALL VERIFY SIZE AND LOCATION ASSOCIATED WITH THIS SCOPE WORK. BEFORE PROCEEDING WITH WORK. --� DOOR OR OPENING 12.THE CONTRACTOR(S) SHALL OBTAIN & PAY FOR ALL NECESSARY INSPECTIONS BY THE 35.THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT, BUILDING DEPARTMENT OR STATE & LOCAL CODES AS REQUIRED TO SHOW FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO NoficeofExtendedpaymentPmvision: The Contract will allow the owner to make COMPLIANCE THEREWITH. PROCEEDING WITH WORK. ��' {,� ,='`� payment within 20 days after the date abilling or �--°' �'\ estimate is submitted. Notice of Alternate Billing % r (`G � ,� I Cycle:The contract will allow the owner to ARCHITECTURAL SYMBOLS 13.ALL PRODUCTS, MATERIALS, AND EQUIPMENT SHALL BE REVIEWED BY THE 36. PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED PER CODE FOR EACH TRADE. �:%� -� 1 ,,-'� �ti1.• ��,�;= '�,:�'? require the submission of billings or estimates in r� ` ''ry"o, y`' aP billing cycles other than 30-day cycles. Billings ARCHITECT. SHOP DRAWING SUBMITTALS AND SAMPLES SHALL BE GIVEN TO THE OBTAIN ARCHITECTS APPROVAL IN LOCATING ACCESS DOORS PRIOR TO . \� ry =�;• or estimates for the contract shall be submitted ARCHITECT FOR REVIEW. VERIFY REQUIRED NUMBER OF COPIES TO BE SUBMITTED INSTALLATION. - as follows:Each calendar month ending on the DETAIL REFERENCE NORTH ARROW REFERENCE WALL TYPE REFERENCE %` I last da of the applicable month. PER SPECIFICATIONS. y 7 ASSEMBLY NO. DETAIL NO. 37.ALL CONTRACTOR FURNISHED ITEMS SHALL BE SUPPLIED WITH REQUIRED \ \`, ;' MINOR MODIFICATION APPROVAL: SHEET REFERENCE THICKNESS TYPE 14.PROVIDE BRACING AND SUPPORT AS REQUIRED TO MAINTAIN STRUCTURAL MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE PROPER OPERATION OF \ \� MMD2013-00029 A801 A ACOUSTICAL INSULATION .%' ,-/� -'", I 2��q INTEGRITY OF THE NEW AND MODIFIED AREAS OF THE WORK. ITEMS FURNISHED. -'� \ '� TREE REMOVAL PERMIT: • WINDOW REFERENCE -' ! '%f ` \\�� TRE2013-00019 ELEVATION REFERENCE 15.PATCH & REPAIR AT CUT & INFILL AREAS TO MATCH ADJACENT FINISHED SURFACES. 38.ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF STUD, UNLESS NOTED :' ® \ �\ WINDOW TYPE NUMBER OTHERWISE. �� 4Q r� �\ COMMERCIAL-SITE WORK PERMIT: 1 DETAIL NO. X.X 16.CONTRACTOR IS RESPONSIBLE FOR DAILY CLEANUP DURING THE JOB AND SIT2013-00016 A3 SHEET REFERENCE GRIDLINE REFERENCE REMOVAL OF ALL DEMOLITION MATERIALS UNLESS OTHERWISE NOTED. 39.THE TERM"EQUAL"OR"EQ" IS USED IN LIEU OF ACTUAL DIMENSIONS WHERE EQUAL � J �'% ---- ` COMMERCIAL-DEMOLITION PERMIT: A SPACING OF ELEMENTS IS REQUIRED ,r \ \ • r BUP2013-00199 17.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP IN AND AROUND THE ,.�' \ COMMERCIAL-BUILDING PERMIT: BUILDING SECTION REFERENCE EXTERIOR MATERIAL FINISH REFERENCE ��,._�� f PROJECT AREA AND ASSOCIATED STAGING OR DUMPING LOCATIONS, INCLUDE 40.THE TERM CLEAR IS USED TO DENOTE A MINIMUM DIMENSIONAL REQUIREMENT; \'� NINE \ / - ' BUP2013-00216 EXTERIOR MATERIAL FINISH FINAL WIPE AND VACUUM. HOWEVER THE DIMENSION COULD BE LARGER. \ 1 DETAIL NO. I SEE SPECIFICATION SECTION 00873 FOR (OF�I,CE) � SHEET REFERENCE s -o A3 KEYNOTE LEGEND CLARIFICATION \ ` ROOM SF.\ REVISIONS 18.CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER.COORDINATE ANY 41. LOCATE FLOOR TRANSITIONS AT CENTERLINE OF ADJOINING DOORS UNLESS NOTED � 1,834 � • Z INTERRUPTION OF SERVICES SUCH AS MECHANICAL, PLUMBING,OR ELECTRICAL OTHERWISE. ,-'� \ ROOM OCC. O.LF. m WALL SECTION REFERENCE ELEVATION REFENCE INTERIOR MATERIAL FINISH REFERENCE r / o WITH THE OWNER, CONFORM TO ALL THE WORK,SHUTDOWN NOTICE PROCEDURES ,. _ � 19 100 \ OF THE OWNER-VERIFY TIME REQUIRED. 42. FINISHED FLOOR ELEVATION CHANGE AT EACH SIDE OF DOORS TO BE NO MORE '�1 Exffs occ , m 1 INTERIOR MATERIAL FINISH �'' 1 B \ DETAIL NO. P� SEE SPECIFICATION SECTION 00873 THAN 1/2". ® / x SHEET REFERENCE I A3 FOR KEYNOTE LEGEND CLARIFICATION 19.NO FINAL PAYMENT SHALL BE ISSUED UNTIL THE CONTRACTOR DELIVERS TO THE STAIR AND RAMP DIRECTIONAL ARROW OWNER,A CERTIFICATE OF COMPLIANCE/OCCUPANCY. 43.A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. PLANS FOR THE FIRE ALARM j � ��, / EXITING SHOWN FOR REFERENCE ONLY- Y/ Q) INTERIOR ELEVATION REFERENCE PLAN REFERENCE NOTE SYSTEM MUST BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO - / • A �-� ARROW INDICATES DOWNWARD DIRECTION 20.WHERE DRAWINGS INDICATED MATERIAL TO"MATCH EXISTING"PRODUCT IS TO BE �� / WTERIOR EXITING AND EMERGENCY \ ------ ----------------------------------- 0 I FOR STAIRS AND RAMPS OF SAME QUALITY AS EXISTING (I.E. MATCH SURFACE TEXTURE,SHEEN AND INSTALLATION. i i PATHV�LIGUTING BY FNANT- / 2 D 1 B DETAIL NO. O MATERIALS FACTORY-FINISHED PRODUCTS, PATTERN,AND COLOR). PROVIDE SAMPLE 44.A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. PLANS FOR THE FIRE ALARM I I ° A3 SHEET REFERENCE SUBMITTALS FOR ARCHITECTS APPROVAL. NOTIFY ARCHITECT OF ANY ITEMS THAT LA / NEW EXTERIOR LIGHTING FROM ENTRY \ ARE UNAVAILABLE DISCONTINUED IMMEDIATELY. SYSTEM MUST BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO / / TO PUBLIC WAY PROVIDED. EARTH GYPSUM BOARD UNAVAILABLE/DISCONTINUED, ATELY. INSTALLATION. / \ C7 C WALL REFERENCE REVISION NUMBER GRAVEL ROUGH WOOD 21.WHEN CONFLICTS OF MATERIAL NUMBER, NAME,SPECIFICATION, ETC.OCCUR; f o ROOM NAME AND NUMBER REFERENCE NOTIFY ARCHITECT OF DISCREPANCIES IMMEDIATELY. / ROOM SF. 0 OFFICE ACONCRETE '' BATT INSULATION 37,916 I 0 ROOM NAME ROOM occ. o.LF. , • 1,264 30 I CD CD 184 ASPHALT RIGID INSULATION / 0� Exms occ.� ROOM NUMBER ( T FLOOR STEEL PLYWOOD SHEATHING R� 2 M I G . I .0- ALUMINUM MDO/MDF PANEL CONCRETE MASONRY J �'� • �- UNTTS (CMU) REM CD GLASS ca / \ \ N nNISH WOOD/VENEER 0 / MEZZANINE (EQUIP.) \ GENERALADA) '"IBC GENERAL ADA REACH RANGES /'�� /� \� / \ ROOM SF. \ 974 �~ / 3 300 C) NOTE: TYPICAL, UNLESS NOTED OTHERWISE. EWS =S1 ami \ / \ 1 E VERIFY CLEARANCES WITH MANUF. PRODUCT SIZES & o REQUIREMENTS TO ENSURE ADA CLEARANCES & REQUIREMENTS. \ \ C) / \ \ DATE C IF X < 20" THEN Y=48" MAX. \ \ / � \ \ 09 OCTOBER 2013 E ADA STROBE „ ►, ►, E 6„ \ IF X = 20 TO 25 THEN Y=44 MAX. fth E I SECURITY ANNUNC. 0" 48 \ fl. E m MAX 30" 24 30 48" - o LIGHT SWITCH, FIRE-ALARM X - -- \ �� �� % I PROJECT NUMBER m --------T'\ 0 I � PULL SWITCH & THERMOSTAT ( \ " 20136090 LL o0 to pp v �' ELECTRICAL OUTLET d- "�' ^ I SCALE I GV 1 iT 0 '®' ; NO SCALE .. HIGH AND LOW MAXIMUM SIDE REACH MAXIMUM MAXIMUM FORWARD REACH SIDE REACH LIMITS OVER OBSTRUCTIONS FOWARD REACH OVER OBSTRUCTIONS SHEET TITLE W • GEN NOTES w I I CODE SUMMARY, INDEX p 26 GENERAL ADA/IBC ELEVATIONS 37 GENERAL ADA REACH RANGES0) E 1/4„ = 1 ,-0„ 1/4„ - 1 '-0„ a coa M w C- wj • • co N -. . . _ - Z _"'O' GBD T o CD GROUND FLOOR FIRE LIFE AND SAFETY PLAN I. v L) O i' = 20'-0' Cs001 z O �rry N O) 0 ILL PREPARED FOR: v! co REGENCY CENTERS c L 0 'Q TIGARD , R C CL B TO CAON R INDEX OF SHEETS 00 _:•._ „ .„__�__M_.. . �H �A► N oll _._............_.. � Mn~a _” I7 � _�,._ �- S F'�RRY RD _ _ .. .... C0.0 COVER SHEET HOLD — _._."...._.__. ._.. SW SC F C1.0 EXISTING CONDITIONS PLAN C1.1 DEMOLITION PLAN _ .a�s�''"� �-, .rte .. ('1 ..""�.+^^'^`•.:.••• 'Y_ 4 T- ...r- �';.•.-:.•. � 'Lail � �,,,�'� f °D C2.0 SITE PLAN � y .a . A<< C2.1 SITE DIMENSION PLAN � C3.0 GRADING PLAN NORTH r __ ~h --- EXISTING � ". r�a g r ,, �• ~h v _ C3.1 GRADING PLAN - SOUTH RETAIL C3.2 EROSION CONTROL PLAN I '1RESTAURANT;W..+:e ~ i. �` '�'., -r "� ~, ^" " r r• ' � � '^• �.��at:. •`^, `\�,` ✓r"~ r� ^~ate^ �``� r„ •�~\, ��, "'''��,•''""rf" .\.: C3.3 EROSION CONTROL DETAILS .j..._." • -� (, V � 0 ji$),�`"`�'�,»;.r ,,,h^ � r'.i rr' '^,h � ,r•r• ^r,�;`w,. C4.0 UTILITY PLAN .... .� 1 a�'f� �[�Irr/..ii:`�p'.��i y�a.{� � .r � C5.0 SITE DETAILS c r�:, �'� -w--• _. "�� ZONING:C SPD),,, '1 r J�.�, G ._„ "w,^ „,,✓'" .r 'h~i ^•~, "" �",r'"" O �,,/" ,,r'"J ~'``.a~~`' V, 7 :.: o, !l—GAR C5.1 UTILITY DETAILS I r l w_ . '� - �a~ : �~ ~� r� /Tr'l"r'/lT.l"rte'I, ��� ,, � _� 4.O ~` h M,''" r" `' "� � 01 PROJECT SITE :• ��. � � -.� C5.2 UTILITY DETAILS it � �A� tr��`'�• y: ...__.__ ~� `�.. -"r" �r ...� �,--• •.� 1-1.0 LANDSCAPE PLANTING PLAN 1-1.1 LANDSCAPE DETAILS AND NOTES i y \000 q ~� EXISTING �,..-Y.. RETAIL& y,r:................... h • �t• RESTAURANT' � .� /� �h. / :.:�°"�: •� � •� � ..•:� I` :d i.y � r�^ r r7 ^^..�^. 'h ,� v° :�yjd�,,=i,= •� "yA x i,, . �fnYf a wry ,`..�. .r" / -•n :.��f l!' A a a f.'`;';Y��`p• w^Y. •R' d•Gr1� tl: �' ''^\\� ......... '••�'tf+' -';�" ��' :yr'Yr�/✓ { t /, ,J��' s r1:..../ � .i;�"��+:•'a. � r f f f r. � p°S� '+' L� y/ l r•".�,•R.t`, , '-,..... �.rr'' w b '•y,.� At•�M:y' F v.r '� VI INITY MAP SCALE: NTS r fir• } {+. nsq• ,. ...,� .v •.r•..�- .1+- :.� +x• " ni.��.:. .}�t+7�•:�'S1 J W W f e.v:'• _ .,,,i:, .'�':'A :oa �:•D�j"w r...�. - '.i,.�"as. Vit••' ,•.: ,�;; f y r '•.:x•;�.•. is 1 •.•Cx.- �.ti'''r 1r-.y.�"+^:".'> '�Y-+,L�.k.:M'•-r•7•'{'.'_.•,• - '� .,:a:,j�� .a. •,�. �"R`'2.4 ;y. A. "„�.�n„�;���•" t .i.a•°t:..'4+%.+v,;.r�• ,�.a y.f,M wi�::i°!' •h.Y f r= r r 5 ... '•�W; ,•'n: "' _•. .•, wrw .,, A/"�1" ' yrrr^,.r !r��l! !, •w..r,�y . ASS 0.• .r. I J1f i x:= '! ,f t L) - :.�JivI�II�i��f11%r` "rlf.!"t1�- rli'"Ti'�1�`/7i7�!"YiC��r r�f%�'�Jif lf.�i""�"'�"'f r J rr�%"i'rf ,�>�if�,; '�,• (`1''� ° `•�" 0 YY as°f Lu EXISTING RETAIL PROPOSED WHOLE FOODSLu r `xOff •y'i� / /fid � � !� '..� ' ';"'w�f.Cc�/.L1.J1la..1L�/J...:J/11�!i/,1,1,!%.f.1Lff!!!c`L/.,t.::««.:fJ�L1/,C/..r.'��.11-/.�lL/✓..l1.1I111C��r x i � t/1f/.ffc!/1�/f�j/A /l/C/ICA.'!!%C1/✓(1C1/�t�/lfr!�lL_ I Lu .� _ ....,...,:,�:.:..:.«:: t,,,::M..::.....:.w.n.:w�:nu,n:WMn:..,—n..�.:»....�,.�...�«:,:...,w:•._,.�.,.••+'"'� r ,:w:w......w.::,w..n:...�.w.., ,+.:.�..::._..............«.++...�.r.wurnw:w..•uuuww"".."uw.•y....._-._...:........_...,.w.wwun:www.�•w� {'"", I ��\ co SITE MAP SCALE: NTS k 11 SITE INFORMATION BASIS OF BEARINGS VERTl%amL DATUM SITE DAOREGON UTILITY TA NOTIFICATION CENTER o LOCATED ON THE SOUTH SIDE OF SW SCROLLS FERRY RD. BASIS OF BEARING WAS DERIVED FROM THE FOUND AND ELEVATION DATUM: CITY OF TIGARD(NGVD 29) TOTAL SITE AREA:7.64 ACRES -332.2344 a d (STATE HWY 210) HELD MONUMENT MARKING THE SOUTHERLY BOUNDARY BENCHMARK, 2 BRASS DISK IN MON.BOX TOTAL DISTURBED AREA:0.95 ACRES 2 LOCATED IN SECTION 34, TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE SUBJECT PROPERTY. BEING N89°52'27"E PER BEING SECTION COR 27/28/33/34 ' w WILLAMETTE MERIDIAN, CITY OF BEAVERTON,WASHINGTON DEED AND SN 20,833. LOCATION: INTERSECTION OF SW CONESTOGA DR. o AND SW 125TH AVE. COUNTY, OREGON ELEVATION: 240. 7 FEE J6 T w a ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE:THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS(503)232-1987), ANGINE 77876PE 9r OREG y0 10 spry c. PROJECT TEAM EXPIRATION DATE:06/30/15 OWNER CONTRACTOR CIVIL ENGINEER SURVEYOR ARCHITECT GEOTECHNICAL ENGINEER DATE 16/27/2013 REGENCY CENTERS JR ABBOTT CARDNO CARDNO GBD ARCHITECTS INCORPORATED GEODESIGN INC. DRAWN I BRB ATTN: CRAIG RAMEY ATTN:ANDY SPRAGUE ATTN: SETH GAREY ATTN: ERIC LYNCH ATTN: MATTHEW BRAY ATTN: JULIO VELA 5335 SW MEADOWS,SUITE 295 307 SE HAWTHORNE AVENUE, SUITE 150 5415 SW WESTGATE DR.SUITE 100 5415 SW WESTGATE DR.SUITE 100 1120 NW COUCH ST.,SUITE 300 15575 SW SEQUOIA PKWY, SUITE 100 DESIGNED I MDT LAKE OSWEGO, OR 97035 VANCOUVER, WA 98660 PORTLAND, OR 97221 PORTLAND, OR 97221 PORTLAND, OR 97209 PORTLAND, OR 97224 CHECKED ( KSR PHONE: (503)603-4726 PHONE: (360)597-2036 PHONE: (503)419-2500 PHONE: (503)419-2500 PHONE: (503)224-9656 PHONE: (503)968-8787 PROJECT# 121303210 SHEET TITLE COVER SHEET NUMBER Como LAND USE# --- I I I . . � I . I I . . . I I . . . . . � . I . ___ - � . . . . . 41 UNDERGROUND ACCURACY STATEMENT BASIS OF BEARING � I STORM DRAINAGE TABLE LEGEND _____ T_ I I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD � 0 STORM DRAIN MANHOLE . —--—--— , - EXISTING BOUNDARY LINE F4 , . SURVEY INFORMATION AND EXISTING DRAWINGS. MONUMENTS MARKING THE SOUTHERLY BOUNDARY LINE OF THE . RIM EL.=234.99 - �; . THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND SUBJECT PROPERTY BEING N89052'2T'E PER DEED AND SN 20,833. TOPOGRAPHIC SUR VEY IN(S)12"PVC I.E.=224.49- - — - EXISTING CENTERLINE n-0 UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN - OUT(NE)48-CMP I.E.=224.48- - - - 102 .0 . � EXISTING RIGHT-OF-WAY LINE = I SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT � I . SUMP I.E.=224.4,V I . .6-0 d D UTILITIES SHOWN ARE IN THE EXACT LOCATION LOCATED IN SECTION 34, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, - - - - - - - - - - - - EASEMENT LINE . = . INDICATED,ALTHOUGH(S)HE DOES CERTIFY THAT THEY ARE LOCATED AS DATUM I STORM DRAIN MANHOLE I . . I LL � § ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE . ---- -_ CITY OF BEAVERTON, WASHINGTON COUNTY (�) I X_ - FENCE LINE,TYPE AS NOTED (D c1q I ELEVATION DATUM:CITY OF TIGARD(NGVD 29) . I I RIM EL.=229.941 I ' = 0� I I HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING BENCHMARK:2"BRASS DISK IN MON.BOX . DATE OF FIELD WORK:APRIL 23,2013 . IN(SW)4&'CMP I.E.=220.67- � w - UNDERGROUND WATER LINE -4--a 0) I � Ir— CONFINED SPACES,IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO - BEING SECTION COR 27128/33/34 . . I . . IN(S)15-CONC.I.E.=220.58- . - SAN a) R It UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. LOCATION:INTERSECTION OF SW CONESTOGA DR. . OUT(NE)48".CMP I.E.=220.571 ss ITARY SEWER LINE c: r-j ,0-.,i,. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN . . . I ci. d AND SW 125TH AVE. I SUMP I.E.=220.41' SD - STORM DRAINAGE LINE cc IR § I ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF ELEVATION:240.67 FEET . . . � (SD) - ASSUMED/AS-BUILT SANITARY SEWER LINE = w "i MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE . � STORM DRAIN MANHOLE . UNDERGROUND UTILITY LINES. . (�) � . RIM EL.=229.61' (SS) — -- - ASSUMED/AS-BUILT STORM DRAINAGE LINE of LL I . . . � IN(SW)49-CMP I.E.=219.42- - E - UNDERGROUND ELECTRICAL LINE . 13 __� OUT(NE)12-CONC.I.E.=219.46- . 0 I . . SUMP I.E.=219.16 com - UNDERGROUND COMMUNICATION LINE 53 . . . . I � I . � - ..­­, Aq(6+00 __1 '......,,I.,..............-ii� OHW - OVERHEAD WIRE � 0 c� E . I..�:�,;�....",.:,..�i:�:�,�";,.:""��,.��14'* � CURB INLET 0) 8 ­­­ .,.�._; ,�,i�,-,' �, _:;� (�) - — T— . ".., - ,..:,.��,::�-' ' 't 8 ';,­�i. .,.,, '�i' ........:,.......r..,!;, �-�-`-,.�i, G I..........I-, ���i�.,-,�.��,.i.�,,��,ii,�;�:.. TOP OF CURB EL.=227.561 . - . . _ _"!I 122 - " ­`­�'��_�'. . ;:�,�i ­�­�!"ix . *� '' I . ii;:,.,e!­�Ei�­,.kt�, I. _�k.;,e. ­­ ..,iiii,­ . 1-% �.. le,;111�_i­llt:�,!_ , - _;:���,��J�:;"ilii """" GUTTER EL.=227.03' - 0 . : � -I e- " � ._'��_�,i! �eil:.�,!:,1 _ . 1:�.e- ,��. ,� cf) .� ,­e.y­,j, , _.,�,_. . 1�111`,I , .. �,�.,-,�l�i.�,�:��.,�,�4..",.""��,. zt;,_���, l�",*",'.�-�';�'�,��j .�.I.�T.I .�:�,,��-�-.�,�;:,I�."!."I�'.,'�,,-�":!.,�.I 'i" -`i� �, . Ts UNDERGROUND TRAFFIC SIGNAL LINE - ,,"I�;I,i;� , -;.' I,� ,ii ,I, ��:,r�it%_ , - i;--��;;! . . , _ie-,*.­�:­ I:,�;��._�j,,:.:..,1e.',5,�,.;:_ 1 .1 " _,�.�._,.. , I",1�­ �! _`iiiiiii"""""""""""" OUT NORTH 'i,`� - ..-�,,�:,;,;,� ..1 .-.�a.��-,.-.-,',!'.'�.'r�;-�.",��"i�.,!i"-�,�","!�",."�'i.F, ,_,.P,�Itl�..­­­,,� .-."�i ii:,__,_ ,4 '� 3: " "i`,,­`�!,i,* '. -iiiii" __� CS.-1075+07.49 , I I + 9� ` , " , .�- "', `�� , ,e, .,���,�?"-.,�..�7i�,':!.+�,!,�,�.,��:�i,�,.!"-4:;"�:.,-�-4;:�4�:,f,-":�i',;�",',,'�����,�,�'�,..'�,-..�-�-',i!,.07 +00 .�.�;.��.I."���i^;i�.,�i.:�:�,�,:i-��:r�',�!-.,��� , �,�i,,;, .., , , -� i. .. N.!� iii,xiii'x;� '.,­",,,�!..;�e.: I cf) 8 I - , '' �, `�`,ti�:�,i�e,;';;e�!,!- - ".�i.�",+.,�;,ir���i-r�,�!�:,',','�;,�,,.�., 1. . , BUILDING FACE +-i , "`l­;�';�"?;"' `ik'i.-Ii-. , , ii '1;�,��-��ie-� ,*::�,,:!` `�,-l-��4:;-:---q,: ".. * . \ \ - to , , - _1111 1; ,-X,14;-., -I:, -" : ; , � I - - ,I­q'se �e'' .11, _­ :'r,X ­��",.'.i� , ,; - "',;_ '' ... . I I _ � , .�__Iis.. 'u - . ....."I...q: :!�i . � -­'e;.­,:iie)g_ " - �'; m-1.-'.;,!!( ......� L . , , , , - , ...-.;e.­111­_v '',, �.� - , , , v,.:.­;;'11..i,,:­­ �t,,­ �,!;" kodi %i .i,'�ii::��Jl-4�, 4 �,� ANi,�.;­"il..".0,­ ,J r�r;� i� I , �i,_I j--i .!!";����.*�;,!","*�,�:�4.",.�'... �:.';,;�-Io.­i.3_4711 I ­ "' ", """'" I� . " ...'e. I . . _;__ -.1- - �.,i.i , _ ,., . _i�!_X.,W.- _ I .1.i -1:r1i .1, " _ , -,,,:,,, - ,_':`1,"']-, 1'. , 111.11+1' I ,- , " ,, , -CONC.I.E.=228.70- .­..,. '!�,,�l;!�-":.����':!,-,4i,:-,��i��;!y`''! ­­ ,4 11 , r �, , " ,.�.;,ie�lt­ " ;-.;il',5,��, " -CONC.I.E.=228.80' t;..is:,� ,�li.,T�,-,�"�..e...,.:�,��,-'�ll,.;:.i... ,`!� ,���� ,.", -, . , , V ;5 ?�,;Nii�:."'� 111 - W1 ; 1� ��!I'.�., -, i" I �;�.'... �. -,;�:�, * I..:� l , ..., :`,i-��`�+,��4;I i _,�� .-r, .�� N;�­4­1',ri ,ii .''. ." . rm,it- I-A'­L�m". - ""Z�""!,�,:::���:,,,I���,�!�����,,� I +: , ,1��:k'.11,­­i� ,::,; io,�.?o.� 2 '�.'ii"..;%�,:,�,'�!� , .. 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'ie;. , RIM EL.=236.801 '_'�e�ix­ ,��;7:1�1 , ",�S .1.1�`i�: - , -1 ,��,'i!,A��i;, �- :.I;�""i�!,,:,�. . � �:,.- .i_ zi,*,::�ii',t,,,� , ­­­-, .­,;� .....� I', ; !""",�,�,,�,,�,����'Ll.�,,;;�!:�".�"i�-,;,'�:,,�:4,7,�;,;"�*,�,�l,.I , � � 1,!t��, ,����q�;"!�,!:11:�eii�. ,i .!','�,�, "" .1 - * .";,r�j: "­ , .1.. -��' I'M 1:,�',ii,�:��;;`,I!-i,!-.i;1-��JH7..`;11 - I " io!.I". -, " I e-, '!'�il i ­­' .. - �. � '�,". , _� IN(S)12 1 . 4�: .��.­l�rlx I ­,e1�.'1,-,re,i­,e4j 1, ,�, _.I !I e.c:, ,:!�i-�,-��".".�`J� i�' , , i, e"I i_i�;1 � , - - ­_ , - - ,V+4014, , 1.1-.111, ., :� ' I - ,. " , ,�,,* ,.".­ �! � ,!;�!�,iV,',,Rn�o. EXISTING ASPHALT SURFACE , - - F,I? ;!�:_,­,,�.:'x -,-.:,����'::;,."t,�li'�.��'!,t';,",;��,,� *62.27 ...11 e , � t _-;7�;";�,,':�,�,I�,'�)i iZ 1-,,,�i;�4.ii�l.�,j'� ,,'"k� .e3i��i����l'!��.',i"��-.�.,,,+�,�I�,.,I?"", i'­`e'.i11'--:1`;_"-.i i�,!:,,�,*-`.�;:,-,,Z:�, k I I .. ,- _,�.""L" "'i , ��i!;!',,�":;i,.�i"�..,.."..�".. :'`i:�,ii I-";,,,,,..i,ri,,, i,11, !". OFFSET. 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I 4 .11 _�'�.i �, . . �,;:�`;;�c:�t.,, ,f*.-,'-­�, .:� I � / . - . . ,,���- N........1 - .- -­­ , 1�r... ;,,;, :"if.- I , /10\ EASEMENTS FOR UTILITIES OVER AND ACROSS THE PREMISES FORMERLY INCLUDED WITHIN PARCEL3 1�;�ii_.;%,k 'it ;.-.:.-,--.-...:..' . ,jfp%�.`ei.�.,:" 0 .. I 1�;i .. . .� . A'n � .:. I. �'.-"� 11 . I :I,',!-,I THE BOUNDARIES OF SW 122ND AVENUE,NOW VACATED,IF ANY SUCH EXISTS. , 'Ii;:�Ie"j,17'e, L-A1.-1,-,;;, I . ";:;,�,;-,,!� .A ­�.� . 1. I �,,�,:;e . 1;�:g - - - � - ., -q . .4�,�­ .- . PP 1993-058 ;,�,___ �!�,;, , i ;,114im";i 1-7 i".�,;.i. ,,­:-�'.. .... - L. ,;;e-,"eii-e-IiiIii, . i­;�:I;ei ", ':'­.:......t'i-. . . �` j,,, ., -, � ;%:�i'.!1`p,ie,J:_ -.e: . . - I , D qB,' ZZI 11 .. '.." X-�le__. - (AS SHOWN HEREON) . .���I O'B // / /////4 D///////) . 1,�:�;�;, &;14,�:1�1�e., _,.�, 4,� ______ .: '", - ,.�. .,I ,. �_�.�!eli.�el! . ,�1� ,�! ., ­;.--, - . . i*..��!�i. '. :-..-._,_311 / Al?////////// -_P�Z, 1 //,4!- / / 41 ///// e3,e:� , !',I"..., 1". . -,�2,i I , .1. 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" I. ....., I , 1;1,T,.;";�;".,.;:, iii; I : �i ,�',,.-)'; I 11. ,:_­� I w%. -!I � I; -or��'k,;ei-!:'I ,,�AT,'k�i�,., .,4�" ,_�,�:, ; I ,:,!-!:,� ­ -1'�,,:;."�; `::,i:,'I, -'� '�.':��",:,""ZL!�:,.Ii:��':', . 1".. ,,; ";:-:� �I�,�L..-,.,-.,..:iuia.:i�,I�o' or,ofi". . ,. -.Z�'i;�;,:".,1.,'i k E!":`�4;,'.',.I i�"..". 4 I x i:e ;�,I I .11. � kF. , , ,��.,,.,�,�`�,- - ,,, ..��, �jI. ��.,�4;.:4�i.,:,�;,,��!��:�l.;.�,�i�;:�-,��;�:,.�',,� I ,i:-,�4�:`;:ll,,:',"'" i�­m—iiii:1'... , -1 - ,,ix',-_ - _i-5` �..,-,,�; I., I ­ I ,..,,,� I ��" 61 ,:,:; ;,:! , � ,,, ;��er::I',�`!� '711" ,4,',.;�� -_;,,:it��;.i'i", , ,..�, 4, 11:� ­� 1114 , . - : 11!� T, I�i ;.I.i�'..�16"�";-i�.�;�-,;.,.-�:��,; ; (UNi- gt - - ,��i ie o..;,, I . "', I., ..­.I !�!i�'f!�Ii!_1'11'�!� I , ,�I,,�;m,��;ir " ': . �' ":.:��,.`.__;k_�.,vil,-1i,eie­ I;�:4,�i;L�::`,.Z�-,ij­�j� �:j;:.IZ�� - . . I,". , I. 4,d..*,::i-, I ,�,e - . k,�,­ ��.�!'� �:__ , v 0�;:-�i 11K,I: l:,� "; .1. .,�'. I: n,;,.,;-� " :,, r.. !, . ?,�.ii ­�' ` , I , I`�!'I�t:",;i , .'x�, li "I"""eil ., .., ��3?�Zlllfl `�1911 ,zi4,��, :.'��`.ie�ii;?�:,- ;:ii'l�"' I I � .�­�� ,:�.ji�i` el""'."", -�;�".!,���:���'�',�l-i-l-l��I."�.,�'�.'i� ,!", ,,Ve-f:p-,, ,:i.",-;,�,'..�;e.':e.',: : 4:!. .:�' _ . N i, - TIONS,RESTRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED . j- j., ,.,..t. ;:...A:.1 � I ., ,4.i�; I `,v .1 �zll :i."P!,,,:v.I, ��'�:�;:';I:�:- ,;'Jii? u " 11�" I., ,�.i' - 1�1 1_. 1;e-ii. -ea�.I,r,�. i��:lv ,�1 � .. .,e:,� `,�,:��.j'!'I .". 11 I � ��",;.;4; i,o!�%-,__, �,,.: . 11,-.,.�T -.Ii!.i 4 4, .k.1, ,. - '. , - . g , I: � r..,:,;1 N.-..", - vi:,J­,:�­ .. � ,i Ii":;iI � -'.'­m�.!?:!-� 6-�,i%'�, -7i", - - ,"'. ,� .�. . , 1, ,. I : � �_) 0�. "'��...-"....,..�t,,�.,,�,,�i.'!-. �,_�o *1�1.(::_�*j-'.- -, � ?"."i.; ­ 11.111i".., . ei ;4.6 JUNE 22,1979 AS FEE NO.79024332 OF OFFICIAL RECORDS,BUT DELETING ANY COVENANT, DATE 16/27/2013 .- � I . . __1khii!p­____ '%i2j.,_, 12,�� NF.x;1!;,�-.4;­, . . __ .1z;2&.. z � , i". I Lu ...=.,,:i� �_��`- ______ I ,, ­ . — _i = r, ­______ii"""`e`W,� __ It- - . I __ I I!,­..�Z,11 CONDITION OR RESTRICTION INDICATING A PREFERENCE,LIMITATION OR DISCRIMINATION I - . 4 I ,�� , . 111 .... ­ijg:;:� `==-�' - - -- V_//- . __ e,- DRAWN . __ 42�4_ 9;2:� . � I.- d ,cnn =_a==x__p_f_ ",\j/ k 11 _-�_ .1% . - ",, - - ­I I BASED ON RACE,COLOR,RELIGION,SEX,HANDICAP,FAMILIAL STATUS,NATIONAL ORIGIN, jBRB �_ - k, . ; s * 1 � - � Fe ,//k,\ - . 4�� � I� ,-_-�`: 41- . � � I 1. � * � I'll. I ,", ""'._ _ , 11, I �, 1. i I �'­­,_:­;,­­­,� ;,:,*?.,'t - . . ,, .�re,, I � ­, -�� l� .4:�A 1 it,r.'i, 71 i,_i�.I!, ,I �ji,i:,- :i�::� - �'...� ii, I[", I ,". . ��L;A .711-1-1:1- � �, 113- i��ll I :,:L Ar .,.; .r. .7,lt,,. i:,! �;-ri . ;,, , .q, ,-� ", '" j . I—." SEXUAL ORIENTATION,MARITAL STATUS,ANCESTRY,SOURCE OF INCOME OR DISABILITY. ,�., ;t, Al "i : ,� I,,, ,. 1!1�..�'.ii��f.�.,;,t _,I... � j�, - 'I., , , ­ ,, , "'�1. �.. 01, �isfl ,,g,,­�'..�: "'e., P-, ,­'L`e,;, ,_ �.,I:._-.� �I�­� , 1; - .iZv,i ,,, . .1'.,.I , ; .1 ;11,: ­1k�eeli..."'r' .;,".." ,�� lefim, , ,e 14 ,;.,.�0,;�.:,:i�,!".��:�;.,:.�,,�!4 ;­;;_i­-1.i....�.:,;_;; �li;."Y,��,,;,z,,�.,5,::4.,!i...!::,;:..;�..f r M - I " I .f ii .:,; ,'�..ft4.; " . I. �:V. :,:1.111.011C:;.�` ,1:1,:t,��.'-:::;I"...";!:.:!�,.,::��,).,�!�!�ini;i,�.m 1� ! :,..",��,,�'.',..�:,r.1,�".-;:",'i'�'^,:.,'�i'�Ll'�,'�."�;i.'.:.'..:�.�Z "I.-i _ .........."..'... , ., iN ,,,.,j,.,y'.r,jii,w!,,,,?u1­ ...,� . : i. I .1 .� - , .. .�.,A�.i,,.�,!�!l��,'.;t..j��!T"!�i.,'..!�;i�,i��.;.',i,!.-.!.t�f�;:',ii,,.�i,'.; (RECIPROCAL BLANKET EASEMENT WITH PROPERTY TO THE EAST FOR VEHICULAR AND " `;1c"PEDE RIAN . ns . ' 'F___�,, lil _ _ I : "i— , .e,, 7, ,1:_ ,i,e ,,o� I � 'I; ,.i , ,, � i:i,­e - -` 1.14, , � ..:�E . , iui, , ";,, �1�i : :OW:'k........ "e" ,.�, ,�.,,� ;1" 4 - , "' _. - '' lf--,—,.,.r—!�,,-,�-.".7;.4,�.,!,�.��e,.i.;,."����,,,—�-.,�. i li, i 1 _,!.-, ;l "; ,;,.i.;�!,,,............... DESIGNED I MDT 1'....N.,...1.1.�..�i 1'.Ii'i I.-I-1`7.11 1:11,- ie � . or PEDESTRIAN INGRESS/EGRESS,AND UTILITIES) . ACCESS MEADOWCIR. .(PRI VA TE) N89-52127"E 599.11-(599.OZ D) I S W SPRING WOOD DR. . I . I - . -BASIS OF BEARINGS- I DOCUMENT(S)DECLARING MODIFICATIONS THEREOF RECORDED MARCH 28,1980 AS FEE NO. . W PROJECT# 121303210 . . 0^ I MEADOW CREEK APARTMENTS . . . . . 8001091 0 OF OFFICIAL RECORDS. vi . I I . (CORRECTED-LEGAL DESCRIPTION OF PROPERTIES AFFECTED DUE TO PROPERTY LINE SHEET TITLE I . . ADJUSTMEN 0 1 1 � I . I �_ EXISITNG I I . I HELD WMAEST OF MON SCALE.- f'�--40' - - . . PER SN25M . I 2 I � . . P� I I I . . I I 0� I 1 40 20 0 I 40 uj C i 00, . I I . . . . I . . . 0. LAND USE# — I � I . I L , , , - I , , " , I w Iii- < 0 I- I— co ___ ' � A7 An 1I_ w ,­ ��"-I 1 -I11 ` . I - ; I- I .1­ � e� � ie �. i - ...` , �.. e; "i 11 .., ; �i�i , ` ',�.�l ��. I , �Idlll - - co LEGEND N — _ --- coM ° a ��- OHW — --�'"' — — — — - EXISTING PROPERTY LINE 04 coM a O W - EXISTING CENTERLINE O cOM — -- - EXISTING RIGHT-OF-WAY LINE coM . OHW SD TS ss - SANITARY SEWER LINE LL — o _ __ -COM—f W HOOLLS FERRY RD. (STATE HWY 210) Q ° W SD COM <::,:::»:<:�:::�.;,:,r:��"""`�"": SD - STORM DRAINAGE LINE � � � SW SC COM OHW TRD 12 ,--TRD 0 ——-- -- .;:r:' %:" '�• coM TS OHW — —— <S OH - OVERHEAD WIRE p� a °' coM T� — c OHW — D _ .,� coM TS — � BUILDING FACE co a _r--- SDE ,c o T W COM Lo coM TS OHW — ——�___.__ -- / - REMOVE CURB/STORM LINE .� W j( TS — TRD SD TRD 12 �' coM - -- ---- -- -- - SAWCUT LINE ~ Q fiS _---- OHW — E S TRD 14 TP DCLL �- TS W TRD 13 a D Ts ° OH ___.------— — SD 4 a 4° 4 - EXISTING CONCRETE SURFACE w E — — m H E —`� OHW — SD S TRD 12 I �'{ a ® H N OHW —— 4 —------ Lu SD - EXISTING CONCRETE SURFACE co rn $ -'OH — SD 8 8 8 $ ° ° TO BE REMOVED SD TRD 03 ~ fg TRC 18 O E -- /� :` - EXISTING GRAVEL SURFACE Lo TRC 06 TRC 06 O W SV ❑ � � H TRD 10 /—TRC 04 `s >. .... 20, O 20 EXISTING ASPHALT SURFACE a� TO BE REMOVED J _ o cn 17 8 � a PROPOSED INLET PROTECTION a TRD 02 ` 8 TRD 03 TRD 06 F. S S C 4 _ ,'. 'TRD 04 0 - SANITARY SEWER CLEANOUT TRC 16 EXISTING " "� v : :.,,r d. ................:.r:.:...:^=.. TRD 03 '•'•... .;::::'" TAI T RETAIL&RES RESTAURANT :' •"••" •F` CATCH BASIN-TRAPPED TYPE 10 8 F, f SDC 0 LLJ TRD 04 TRC ............ 18 STORM DRAIN CLEANOUT - f J TRD 03 U D TRD 7 - T Y 0 ` STORM DR WELL 0 3X TRD 0 4 ..,E D - STORM DRAIN MANHOLE . 8 0 TRD 14 ;::. � :.. •:.: :,:. :,;�� :,' '�:.. � E 4 ® AREA DRAIN J' - TRD 0 •.��' ,PROPOSED SAWCUT ''` � cn TRD 04X2 . R cn :. 0 _ ROOF DRAIN GA TRD 12 • 8 ^- E w TRD 03 8 t METER 0 d : S i O In V' V' - T a. 20 g TRD 06 8 I WATER METER BOX TRD 08 :. FIRE HYDRANT v 5 :! TRD 08 >: 8 18 d TRDO6TR 14 FIRE DEPARTMENT CONNECTIONN S PR 6 OPOSED SAWCUT .:�� S T D S SO< ;:. .�.:.: : : .::: O ..: •;<• SS •.: •>.>. SS •• ..:;�'� ssSD.:.:: ..:., 5....�`:.. : �...;.% UNDERGROUND WATER VAULT o r :J- S 8 D S J.,. ..... . . .. :; ::. ..:. - WATER VALVE rf d .. a o a>` 4 TRC 3 VV .: :: :'s ». ... "' .. `� ' SV v d ;. .. d » • TRD 04 SPRINKLER VALVE f a>. ,,. TRD 04 •- :. M TRC 14 5 r` a v r STREET LIGHT COBRA ARM 8 TRC 14 d 8 ❑ v � 9 4 . ``:;,,,:: SHOEBOX LIGHT SINGLE f T 4 TRD T 04.• Q ••r, RD �O 4 U , " r .'<•�s.:. TR '''a ■ E - ELECTRICAL VAULT 14 $ q 8colz 0 U TRC 1 6 .-. av ' " •; TRDSTREET JUN T I N BOXTRD 10 08 o ` TRC 02 `. 8 ., UTILITY POLEL E TRC02 TRD 06 Scn : $ Li TRD 12 � v D TRAN FORM TRC 0ty2 .:J:......,..:.:...:....:. PROPOSED SAWCUT S ER a .,>':....::..::.:. ..::.. ••. TRD 02X3 ;:: TRC 02 ��� $ .. ° TRD 04 i " ELECTRICAL RISER 0 d... TRD 03X6 v f •r,> TRD 03 °::... •• DECIDUOUS TREE 11 S a 4 TRC 15 16 d d Z �. Q. Q %' :J v z EXISTING ,r` W ..::.::,,,:,.,{.,....... .,.<`'' �•�,.<' �---; <;,• ,r°.. .` a - SHRUBBERY TREE RETAIL&RESTAURANT 2 ,-- PROPOSED SAWCUT O TRC 16 w f «.: 5 TRC 16 f � a � v CONIFEROUS TREE UV.a8 , I^ TRC 12 Lo ,. ..,.. o 7 4 D 'TRD 06 2,, 7 REMOVE EXISTING TREE a .......... .TRC 13 . d q \ co20 ® W .:::;.:,:. O a a 8 .:. ;, : ;; ,< - UNKNOWN CLEANOUT 8 E o TRD 04 \./ 12 d :>•` v> 4 TRC ""` 1 ° - GUY WIRE (TYP) :.:. ' / s � c v I W w V .. d : E ,r. ° 10 : TIF PROPOSED SAWCUTD+ 5BOLLARD — TRC 11 '00, 3 _.TRD 02X2 SIGN TRD+06 ° a / G >- i— �, YC.X m 0 TRD+08 ; ' 15 TRD+O d 0 ;,,. is .-• �: f :. .. CONSTRUCTION NOTES '" 19 TRD 04X3 a d , v TRD 04+X2 TRD+06 TRD 10 6 /'.'.. 14 16 �. '� 2 4 �. 1 REMOVE EXISTING TREE TYP . a ( ) 6 9 7 9 6 5 ?i. Q° d TRD 06 .... :< :; a 4 TRD 03X2 10 '1 :.. REMOVE EXISTING CURB. TRC 16 �S, ,'1 TR +03 .' •• D 4 a . a : � 12 RC 16 TRD P.X4 3 REMOVE EXISTING BUILDING CANOPY.SEE BUILDING PLANS FOR REMOVAL LIMITS. w cn 4 ;> TR D06 <a z a S7 TRC 12 Ll TR RELOCATE REGENCYSIGN, : 3 4 �- :. a Q .;.: ..... .. .,:.. ...: :: :. :. TRC 06 U ,. T 12 : 5 REMOVE EXISTING WHEEL STOP. 4 a... 3 o z d TRC 14 v �--- -. .. _..: - REMOVE EXISTING ADA SYMBOL AND STRIPING. — 1 ._ + o 6 _ <: . . . .; �{ ' TRC 08 a' . d a 4 a cn ui c) REMOVE EXISTING CONCRETE WITHIN SAWCUT LIMITS TRD+08 a TRD+04 7 o w TRD+04 REMOVE EXISTING EXTRUDED CURB ISLAND AND LANDSCAPE. TRD+10 Lu o p o TRC+12 TRD+08 9 REMOVE EXISTING CONCRETE PLANTERS. o o e3.. TRD+ F 06 Ute—.4.00 10 REMOVE EXISTING SIDEWALK. EXISTING RETAIL PROPOSED WHOLE FOODS a F111 REMOVE EXISTING CROSSWALK STRIPPING. 11 PROPOSED SAWCUT F12 REMOVE EXISTING CATCH BASIN. 7 P PROFFss P H REMOVE EXISTING SIGN. 4 ° v Q 14 REMOVE EXISTING FENCE AND CONNECTING GATE. 77876PE 9l TRC+10 ___ I 15 REMOVE EXISTING BOTTLE RETURN STATION. 1� q OREGON t s p� o � 7 12 6a 16 REMOVE EXISTING LIGHT POLE AND FOUNDATION. 0 00 ° '' 17 REMOVE EXISTING STORM LINE. TRC+12 SEE UTILITY PLAN FOR RECONNECTION INFORMATION. EXPIRATION DATE:06/30/15 I TRC+16 ODo a 20 18 REMOVE EXISTING TRENCH DRAIN DATE ' 6/27/2013 Ll coM f, y coM o C0 i 11-91 REMOVE EXISTING BOLLARD. DRAWN BRB TRC+08 SDC — PROPOSED SAWCUT SD SD SD SD SD SD QD rnM coM coM co I C �, �-TRC+os DESIGNED MDT TRC+12 20 REMOVE EXISTING AC PAVEMENT. �— TRC+16 T C+12+2 COM � (SS) F TRD+04+3 T +24 OM TRC+O T C+10 GP C�g.M r—TRC+14+2 TRC+18 � CHECKED � KSR TRD+12 + + , D-tOUR ® o coM TRC+10 TRC 08 C PROJECT# 21303210 RD 03 '11, C0M Nth "` - CUM —TRC+10 SHEET TITLE TRC+16 ff DEMO TRC+16 TRC+12 D+10 TRD+12 TRD+12 TRD+12 T D+10 � �—TRC+08 TRD+08 LTRC+08 TRC+10 s SHEET NUMBER TRD+06� TRC+08 TRC+16 + TRD+08 TRD 14 SCALE.- 1'=30' W 30 15 0 30 LAND USE# ---- M1 LEGEND — ---`" — — -EXISTING RIGHT OF WAY LINE —— -EXISTING LOT LINE 0' -EXISTING CENTERLINE .� ' — — -PROPOSED SAWCUT LINE l .. � a ` -EXISTING BUILDING FACE N ,-. .. HOOLLS FERRY RD. (STATE HWY 210) _ r f. %s. '» �� � PROPOSED CURB r- SW SC :..:. � :.. _� -PROPOSED CONCRETE cc Lo ` d 4 CL Q ..: ,�y ' n.. 21 w :.. A4 :..: Y, - PROPOSED AC PAVEMENTLL pr . -Q- - .. :.,"' .. PROPOSED SIGN I` :. :...: .. Q N <, 0)CONSTRUCTION NOTES W r 8 d a _ 2 ! - C 01 "12 F p a p 1❑ CONSTRUCT STANDARD CURB PER DETAIL ON SHEET C5.0. u� e J 2 11 ETWO COATS MIN. INSTALL 4 WIDE YELLOW PAINTED STRIPE, x} W 3 d t 21 f,. 3] CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET C5.0. SEE ,. }' I. SHEETS C3 3 1 FORDETAILED: ;. ••` }.{. .0 & C O GRADING. .• . 4 CONSTRUCT A.D.A. CURB RAMP PER GRADING PLAN AND DETAIL ON 0 5 } 2 ✓ 6J _ r' - ✓ , F SHEET C5 ' 5✓ ✓ f•'' :,.}- INSTALL 4" WIDE WHITE PAINTED STRIPE,TWO COATS MIN. (TYPICAL). t EXISTING $ : }` V �` ,;} ✓}f " ' ,✓. a } H ✓ RETAIL&RESTAURANT ' } 6 INSTALL STANDARD A.D.A. ACCESSIBLE PARKING STALL STRIPING as <Q I ✓} ;f ✓ ''t,. ;- .✓} l✓ ✓}f'` AND SIGNAGE PER DETAIL ON SHEET C5.0. }f U " 7 CONSTRUCT CAST IN PLACE RETAINING WALL. SEE GRADING PLAN SHEETS ✓ ,.;t:i.•%+,f .,,i.• .'° � Q'..» r`{} .+^✓ l 'rfl, 'l~rl4 j✓ ./}f ., /✓Y+ € ✓, C� }} ,.,f ,,f lam: C3.0 & C3.1 FOR WALL GRADES AND DETAIL ON SHEET C5.0. :F'.1': , % l•.f fr ftif}' ~,OM1 •"h,y, ,✓' r}f, f.••.:+: f,. .r. } f' V✓• 81 INSTALLWHEELCHAIR ONLY A.D.A. ACCESSIBLE PARKING L3 } } : } a ..»..................... f.}' ^ ✓} } 1 ^ '•n„ _ ✓:"> ✓,.: STRIPING AND SIGNAGE PER DETAIL ON SHEET C5.0. ''i ... ................ ,, � .✓}} }ff' Ate., , '"`+ S.-+'}r Fq CONSTRUCT CONCRETE STAIRS. SEE GRADING PLAN SHEETS C3.0 & C3.1. I } } 1 l v d ✓ } }r - SEE DETAIL ON SHEET C5.0 n ✓ iI l'' } ,4•. f a } 11Y ' e e a>:Q �• r }, r { ✓ "•`h 1101 INSTALL NEW BIKE RACKS. SEE ARCHITECTURAL PLANS FOR DETAILS. Fill INSTALL LOADING DOCK CONCRETE PER SECTION ON THIS SHEET. ' 4ell ,J {J 8 ✓ } 21 ] INSTALL HEAVY ASPHALT PAVEMENT PER SECTION ON THIS SHEET. d a r• it. ✓ S: p ✓ '1 :v° ° - a d •t•`i,.,•'f. ✓'/ ,rsf+r +✓ f} .✓' I ✓ } 18 / 13 CONTRACTOR TO SEAL COAT EXISTING PARKING LOT AND RESTRIPE USING r l ✓ } ✓ } ✓ .✓ ✓' 4 WIDE WHITE PAINT 2 COATS MIN 13 ✓ f. r' ✓r }}} {r - ✓ ✓} l f' ✓ f [14] R POP O SED LANDSCAPE PLANTER. SEE ARCHITECTURAL PLANS f • ;} f if a a e r ,,.✓' ;,n l .l FOR DETAILS. .r .r ,r ✓' .. / ✓ }} ✓ ,r ✓ } { } ✓ ✓` r ✓'a f PROPOSED CONCRETE PLAZA SEE GRADING PLAN FOR MORE INFORMATION. f 4 ,r' ESIDEWALK S E CONCRETE SECTION ONSHEET C5. 4 e� ✓ 1 ✓ .✓ I 16PROPOSED HANDRAIL PER DETAIL ON SHEET C5.0. ° l } r p { •l` f { . a e r }' l' 1 17 ✓✓ INSTALL FLUSH CURB. SEE GRADING PLAN FOR CU EXPOSURE .� 1 ,l x.f,✓ , TRANSITIONS, SEE DETAIL ON SHEET C5.0. G '} 4 m »»l»mw» ,r''✓ ,, '' ,, " 18 INSTALL LIGHT ASPHALT PAVEMENT PER SECTION ON THIS SHEET. } TYP > ✓'j } l}" Fig] 8 CONCRETE EXTENSION TO LOADING DOCK PLATFORM UNDER 4 •I " ` e '!4 ) ✓'`{ ,,}' •✓}tom f+}✓✓ :- - ;r ,✓} ,} { ,, ✓ SEPARATE PERMIT. > W Z TYP 1 O r l IS ING d EX T 14 :............................. '..~.. J ~"-•h... r .::�_•f, •,••"•OM1 ! ..'• :.: ,: e ,.,;`'l ,,lr •"".".•, ✓%}' .,.- ;,.:.. ... `I 20 PROPOSED BOTTLE RETURN AND TRASH RECYCLING AREA. • RETAIL&RESTAURANT ` •``• r ✓ !: ✓ r r ✓ ,a ✓ } a ;✓. 4 LuARCHITECTURAL PLANS FOR DETAILS. ° ....................... it } ✓ f 10 } ✓ •I .f` ✓` r • 4 a• ✓}✓'✓ .} }}✓` r+ ✓ 5 13 STALLDIRECTIONAL NARROW SEE DETAIL ON SHEET C5.0. I U \ C ... . l 1 ✓ ; r \ w 9: >C d \ %V l ,r } 1 t,. : l 8 22 CONSTRUCT STANDARD CURB PER DETAIL ON SHEET C5.0. SEE W L p a ✓" , } ✓ { r GRADING PLAN FOR CURB EXPOSURES. RES. ry 4 n d 6 \ 8 }f } l 7 V e fe ✓ / ✓ a } a %i tl o f. ✓' 1 ° } ✓ f d e ✓* i } }' i ✓ 1 W { a a v,• TYP \ • , h f d1 "'h c '} :y,J J 4 e ✓ {' '+ •r £ 1 } f 3 a 15 U) -f. PARKING I NF £ 0 F. I a „ ^ 1 8 ♦ e a a e a p e 284..,»,,, cc 1 17 s G ..... COMPACT 41 4 e a , d ! a a ADA ::: : i a ........... -:..... WHEELCHAIR 2 .:: 4 .n• o •:.. ,: a • e }...1. :: ,,-.: :.:,,, {,, p' e 4 � �• STANDARD 7 .d ,/f }-f:r,f, .. • 1.p. - '%'•�` TOTAL 334 a a f d ../.. l.. .. .. vior :. , 3 6 1 18 6 6 £ p. J LY:.y n a f ' a; : •:is .. I z a e ; r •i 3 COMPACTED ASPHALTIC a e a CED A TIC � : a v .:. :J .: ... ,..:. .. _:.... . 2 1/2 COMPACTED CONCRETE LEVEL 2, 1/2" , ... 4 a / , Q / • :::,, e :,.:<....:'.: ,:: .;,.... ;; . ;: ASPHALTIC CONCRETE ........... r !+.. J/ e : : DENS PG 64 22 (LEVEL2, 1/2" DENSE 0 7 Jz z PG64 2 _ 8 COMPACTED 3/4 _ LI_ .. ....... d o ve - .' a- : ea .i:: i •' ;:>::, -,. .• .. .. .. a d. d a d e � 0 Lua 3 d pl 11 11 CRUSHED AGGREGATE .ed e 6 COMPACTED 3/4 0 a 3 a 1 - W �' a.a , d . a v. n d :'••:. W da tl BASE COURSE e d . .' : ;.I • : . : ; ; J :%J: p BASE COURSECRUSHED AGGREGATE 16 p �M , (TYP) i 4 14 4 I L o 'I r p o SUB GRADE '.:. 20 Q EXISTING RETAIL PROPOSED WHOLE FOODS L I GHT ASPHAL T PAVEMENT SECTION HEA VY ASPHAL T PA VEMENT SECTION 22 { * REQUIRED COMPACTION AND MATERIALS TO MEET * REQUIRED COMPACTION AND MATERIALS TO MEET Q,ED PROs ° I REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY �l EF 3 GEODESIGN DATED MAY 6, 2013. GEODESIGN DATED MAY 6, 2013. 77876PE l ,�4, •' 22 OREGON ! a 4 © 6" PORTLAND CEMENT CONCRETE s o` 70 2p0 19 11 OF 4 OOOPSI @ 28 DAYS STRENGTH J 1 WITH - H 6x6 W2.9xW2.9 6 GAGE IRE MESH LOCATED 1/3 OF THE EXPIRATION DATE 06/30/15 • �- CONCRETE THICKNESS FROM THE J R' ,... .'. :. :,o :• p .. - ' ! p BOTTOM �d DATE ( 6/2712013 ,J 12 b 6 COMPACTED 3/4 -0 DRAWN BRB : ;:.::: f .::: .:.. : CRUSHED AGGREGATE ROCK p DESIGNED ( MDT I EKSR ' D PROJECT# 21303210 i ::: � J; .:.:.:, ... ... ......... ... SHEET TITLE SITE // / :.. .. ..........;J. CONCRETE PAVEMENT SECTION SHEET NUMBER .., _:...:............... .............................. * REQUIRED COMPACTION AND MATERIALS TO MEET REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY GEODESIGN DATED MAY 6, 2013. 30 15 0 30Lu C200 LAND USE# ---- __---- _ ----� LEGEND - - -- -EXISTING RIGHT OF WAY LINE N -- -EXISTING LOT LINE J -EXISTING CENTERLINE 0 - -- -- -- - }^ PROPOSED SAWCUT LINE LL o I -- .: ' ...:..:.,:.., � .• - FACE � 1 TATE HWY 210) ,.... :., _ RD. S y4 _.. y � D CURB FERRY .. SW SCHOOLL - ............ ........................ . PROPOSE UR - ....................... - a -- .. 43 CDj Lo 4 ;.. .. __ --- - {: : -PROPOSED CONCRETE �� o v.:..:k........ .......... : A:....:....r.n ................... - �- U) co PROPOSED SIGN , LL _ : f f f' ...:: { - 1 �!f ... C7 N ............................ $ .,. _ R23.00' I c 43.061Lo , 4 :R18.00' 27.20' � ........ ._.., � 1 ... } f...7.95' 4. j - I 4. 29.51' 1 36. r r r 17.45 3 • . � r 1 1 ,f r ✓' 1 •, 7 ✓ f f/ .rf. r 4.17 ,3 -. 17.7l f ,; f "✓ 1 r •i , ✓' : , . ..: .�: 11.77 l� r ✓f 7.32 r , f } � 32.39 +2 f f 1 7.73 } r t 14.07' ✓ ✓r ✓�' ✓ ,^ J` nr � f U., f ✓ ✓ , •fr ✓' 1 / ✓ ✓/ 7 .91 r r F ;f ,r ✓ •G f: .{ .f'` r^r,F fw` f,J,J J,f ,r,J r,r •.,, »'� I EXISTING n..--.-.....-......__ __, ✓.f ,fr ,, ✓, r,. J �' 1 !f • :f .., • ;; j ✓} ^ •o r' r ^ f r" ..L&RESTAURANT i � :,% ��, {: n �✓ff`f✓„f.f �f,.,, •f V M1r ff` i}'.` ,.Y' j f'� !. ! r f ,.%-f ,,:f` ,f`f ,!f i'`' i f •�^ M {iii {4 , 4.67 H f. ,� Fr ✓ .r f �^ ,f- ✓- 1 1 .•r r, n,.................... 17.50 f ✓f r ^ ,f% f: v`" r✓ ;-' DETAIL A I �'rf fy J • }f ff r ✓ r f f✓,/% AL ._f SCALE: 20' ✓ f f / C� w' ✓ ✓ ✓ , • JJ, h .f J'i. r I•',% 6.00 €3{%.F 9.31 r f ' , .,,:4} r .. ,✓� ,✓ ,..f � � � � � � � � � � �•,!• ® sK� s::� � w• � � ss � w• �■ � / T r r { f IAF r r •"K•✓ 1 r r i.'. x r S ✓ f 5 1' 1 I ,.. .F.. `. : ;r 8.00 .• { f' } --✓ .... 1 F F� f ✓ r{ ,% b• �f �J $r S / 'tz ✓ \c r ✓ f 1 •f� f •'d f /+ F f.•✓1 r f f'✓✓f''. ✓f f 6.00' r:r ✓ n...,. nnn.nnn»nnn..n.n». .,. :f f' ✓' A .f' r^r r r }rf f,f r r ✓{ rf r :r r ✓ f f+ ••F r ': 9.00 ✓ ✓ r r } r ✓ , ✓ - I � r ✓ ✓ r % n r" 1 ✓ % r r' ✓ f f" ;r 1 , 7 ✓ f F'Y ✓' .I r } .r f' j fA• j w ✓ tr 1 f ✓ } f , } ., r•✓ tt r r r •'C'o' 1 \ I ✓ .. z 1 :f ,4! r r r ✓' j 1 z fr f r. ••b a3• f f aC r SEE DIMENSION BLOWUP A rf J r J {" r \- ✓ .j •F' \ f ✓'• 4r 1 / ,,r f ✓ •.`..,.. r✓` r/ t r✓r f- fF. r: :. ��\ \.�• ,*' , :ON THIS SHEET 4.00 ,:. i i ✓f i ✓ •f ✓ r .j f f 3 J✓ 8.971 1 r >F J r '^ r r f' r/ "r , J f r r ,.. 7 •7 5 r 2 .2 1 f 1 ✓ F z : , Fr+ n •3.171 .. ,.; r 3 • f' f`f .fr .r -, ,f :I 1 ,t •4 ' ✓ ,F .., 1 4. ;r ✓ f. rf f .. ✓ r • .4 •r +r 1 ✓ f" } : t % �' r ✓' 1 { ✓ 1 .f ✓' it I ,1. ✓` { 'z i} ,r Fr .. tt •ry{ 4. 1 f;n r. r" 1 1 • Jj• � f✓$ ✓'` ,f,,. . ry 34.26 'I W 6.51 I 1 ff✓ } f ,r' " ✓%" ✓}' 9.00'/TYP. f ✓ rJ' 4 J 1 _ r j 1 14.15' ✓ f ✓ .. F r' ✓f .�.r09 f ✓ 'K3 �33. 1 -f" ✓- �l •"w r r f r r � r 1 TI , V EX S NG •r F` } .r .r •3 t, I 1 .00 RETAIL RESTAURANT f' / r•. 16.04 Q9 fr f. 1 W f , w r 1 r : f i,f r ,r 18.00 >.1 } r F 'f r r ✓ f / r % / •R r ✓ ✓ 1 ♦: j , O / ✓ } nc• I ! 1 , f ✓ f w ✓ r \ �F 4r , c r F' -F \ v 1 r / r \. 1 Y r< �R .r 2.25 ^., F. I 1 J \ W C• N % 1 I f 3 9.00 • r• .r \ n: n. J' r �= f .,h 1 f ,n 0 r ✓' 8.0 1 , _I, ✓ 1 1 r 20.09' 1} ✓ ✓ 1 7 1 1 .50 SEE DIMENSION W r J` 1 E ON BLO UP C f F3 `n 9.00 rx•. 1 l F" ^xM1 nb+. r' 4 l:Y. 1 �'rh , I 0 N THIS SHEET f J} t W J $ / f , /f J^•'' 1 ..i• f , f f- ✓ .E I ✓' r '1 , nf,••n I r / � r J f f /• f I s f y.. F F .if}f if.r R2.251 &5 ry � .F i 1 DETAIL/L B ur 900, / 6 8.00'TYP. e -20' >- F- � r ��. .. ...,........ ... -..... SCALE: 1 - 8 ,. ,r , i 00' 1p •. r✓'• 8.501 '4 ;, r 1 f I � � � � � � � � �■ � s�.� � � � s . � � � s � � � � � 1 1 1 ff •'•,.^;/t, X4.1f8.0• f F • {b' .y: I f 111 , 1. ' 6' » ..� q0.50 800 '9 .88 00 9.00 Lu 99.001/TYP .641 R15.00 .00 11 Z o 1 f 1 r 82 f f t 1 7 r' f f , r ✓ I. F} ✓ J' f. f Q.F: 1. {f" 1 31. 3 l 9. 83 ! .f w` rsl ��' U 4r 3} Y / f 1 F" 1 .f a : TI ✓ 3 �S 1 , 1 ✓ ✓ j ' {• ... 1 $ .a" { , : F$ of .,,,.,, ? .,...• fr 18.00 1 .. SEE DIMENSION BLOWUP B 4 : $ D E ION B WU f X 1 15. 57 ,. F 4 F .:f r f' i' 15.04 4 c� ] : 3 1 % h F,• 1 , J`l I 1 .-F O r r•Y 9.65 1 1 : i` THIS T ON SHEET 6 5 1 .� 5 8 5 , : $ r. r: ". - "` 35.82 ��/ Lu G, V 4 'b v F. r 8.96 > • d," 7 Lu : 1 8 1 1 0 , yy •fi M .F 25.00- 1 27.33' ., ~ No p o 1 24.83' 1 •23.00' o 8.63' 2.01 3.63' $ I EXISTING RETAIL PROPOSED WHOLE FOODS ,< 38.24' s ' .. .. 1 3 fY •` 4.79 6.0 1.. INEF D f J 9 l� , J . . 77876 P , . E q- `8.22' ''a ■� _ wti i �'w. '�' a 'ri r■�`� Iii■ '� i s i�l DETAIL C ,F OREGON SCALE: V=20' �°�• 10, 2 58.00' f a G J. J ff firr :...::....:. :::,.. ' :......................................:...:. EXPIRATION DATE,06/30/15 f J .. _�• X21.69' ( DATE e 6/27/2013 84. • :• dI A d DRAWNBRB a. d DESIGNED O MDT CHECKED KSR 1 20 .00 � ::•..::, D PROJECT 321 # � 2130 0 i U) •.: •; ::::.:.::':::!i::••••••.............. ......... .........,..,............ .. .. ..-.-........-................................., Vii:: .'....�.., ..,.....- .. „"::•• .................-..........-................................................., ,. .,..:::..:.... ..,.,..."...,.., :. SHEET T I: ITLE ...Y ..... .. ._ -+..�yuw _:..e, �,. �� �•-K���:•.. �;: .+-tet K ...:::: _..... ��•r�_,:-_: :.�•'u,:,. .:.•'n�:.M+.w `:i•... `� .; :: :.::::.r..l. : i ... - - - DIMENSION� ;.t ............. - .. ............... ............. ......... ; ' .. _------------- or SCALE 30 SHEET UMBER 30 15 0 30 W C201 0. LAND USE# ---- GENERAL GRADING NOTES ABBREVIATIONS LEGEND T 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND FF - FINISH FLOOR ELEVATION - - -EXISTING RIGHT OF WAY LINE r_ 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE 0.50' ADVISE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES. R -PROPOSED RIM ELEVATION -- -EXISTING LOT LINE � � I SEE LANDSCAPE PLAN FOR INFORMATION 4.17' 8' S - PROPOSED SPOT ELEVATION =) 0 VARIES 2. POSITIVE DRAINAGE TO BE MAINTAINED AWAY FROM BUILDINGS AT ALL TIMES. TC -PROPOSED TOP OF CURB ELEVATION - -EXISTING CENTERLINE _w o CONCRETE PLAZA 2%MAX BC -PROPOSED BOTTOM OF CURB ELEVATION* - - - - - 235 - - - - - -EXISTING 5'CONTOUR Ll- � o -'-� 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING GRADES ON TS -PROPOSED TOP OF STAIRS ELEVATION ___-____ ____--- _EXISTING 1'CONTOUR = N CAST IN PLACE WALL BS -PROPOSED BOTTOM OF STAIRS ELEVATION rn SEE DETAIL ON SHEET C5.0 SURROUNDING STREETS, PROPERTIES. NOTIFY ENGINEER OF ANY 235 -PROPOSED 5'CONTOUR a \ \ TW -PROPOSED TOP OF WALL ELEVATION Iq \�- \\�\\�\\j\\ DISCREPANCIES. � o \\�i\��i\\��\\�i\\��\ PROPOSED SIDEWALK FG -FINISH GRADE @ BOTTOM FACE OF WALL 236 -PROPOSED V CONTOUR �C- C' \�i�%�%ii\�/i col Lo +, i\�i\\i\\i\I PROPOSED CURB 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY. (###) DENOTES EXISTING ELEVATION � w 18 AMENDED TOPSOIL \�, _'l .i\�i --- --- -- - - -PROPOSED SAWCUT LINE � SEE LANDSCAPE PLAN FOR INFORMATION \\��\�\\��\\�\\�\ 2%� WEEPHOLE TO PROPOSED CURB ALL CURBS ARE 6 EXPOSURE UNLESS OTHERWISE NOTED " u- \\Ii\moi 5. SEE GEOTECHNICAL REPORT FOR ALL INFORMATION REGARDING �� -:..:..ti:.y.r:++: F: : y» -'} { -EXISTING BUILDING FACE o NON-WOVEN FILTER FABRIC MIRAFI 14ON OR EQUAL \��\\��\\� -- �',ui'H-`l.s SUBGRADE PREPARATION, PLACEMENT, PREPARATION, ETC. -PROPOSED CURB L o le �� •� -� - �9/rl�firy?:.+r:ar!/rrrrr/!Hr`I.PKfs-i..r'y,'filfFf! 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I ••f•' - `1 e t : ....:.... .... __ _ z --- , .p .p. ,d \ ---- _ - , 4.0/ d __ S:236.90 __ ( ) o -- < Z 4 .� , p d .:r...::s:::.r::. - �p f f+}` -------- --- S:236.70 p' »`S:236.43 S:236.02 r '' o . _ - { d .. ... ` - - -- 4 - ','i : : 'r. :-d.,• a ;ry ', 4 ...:;t;..... - - M i EXISTING ---- ---- - f �' w I RETAIL RESTAURANT .. _ --- --- -- ------ Z FF: ±236.90 -= -`Q-- _ -- p4 W ' - - - -\ IM C :. :..: - _- 1: � i : a• I 1 r/ � \\ \� 23 a a I - ° 1 `� - 235- - - - - - - - - - - - - 1 i. 1 ): 11 •� ���nn ,' - / W V sd 2.0%e 3.3%4 1 �" -, 1 i F �� / ; / •, 1 �. / p - - - / 1 / 1 \ / - - - - - - - - - - 1 ij , 4 .. \ - / .: 4` r 1 i p / m 1 : : : f p 1 i i i \ r'• :.I : d ?�i3` - 11 lil ,• ; : d \ / 11 �I } . . TC:(236.49) S:(235.42)� �� ___ _-__ I I r! ° e BC:(236.12) \\ ---- - - ---------- ------------- ----- -- ----- ----- 1 1 :: ------- 2.0% 3.0% / :, , ..... : : ! :. ,.,^::-. :: *, e _ - , ., :'. :' p d , - , .� - r ,I `I1 I 1 : ' ° - 1 - --235 I °_ 5:235.84 - I , cwn , e :: ,, S:(236.90)r:! S:(236.90)• d BC:236.14 1 / �''` z /' 2.0°/a 0.8°l0 1 . 4: :4' ,,,.BC:236.14. ► I I U d TC:236.14' 1 1 I - - I I cr_ i %" fid '� .. ` - - _ `'i ' 3 C 36 4 v' d B 1 1 �� :: 4 _ H- S 43 ........ i * 1 5%- - '�h.V°I'D: { f lF 7 A��� r f' I - t_ 'i _ 1 1 f 1 .: 4 !' :' :: :;:: 4 S:236.11 _ v S 236 43 %'t , TC:236 14 :><,:... S. 236.90 .0 : .4. .r ::: .. . ..... .. C 23 .. ... ,:,:,.., � y: .d. _ B is .✓; \ , , ^�r :; 4... 6.14 . .„ [:. d 1'' tY . . , : R:236.83 n ,,. .... ... . C .. : d f ... , , . ^ , »:»:»: . . /! S:(2 2) ?.; ..: // l ,. __ II !' p 37 -- C 236 20 : 4 �•.,. :,., --- < ♦ ' W 23 .' o TW:238.28 p __ -p , 11'I - T 7.84 � � 1 : `� F G 23 G( I o 0 37. 1 1 ", ;: '. ..y'r ti .1:: .. ...... ......... I \\ 1 1 ;... : 2 50) :,;l., <_I r• f: ! :, :; "': l TW:238.39 »:^„ p. BC.236.37 \ I f 1 :. II /1 . ' FG( 37 5 ) ' i 2 1 .. e. ....... 1 »..;: »: ° d 4 1 - ..........- . . S.(238.31) d -- ;' R 237 oo :... l:::... .. �.;.. .. a : ! n' . 88 t :. .:.�. .. :: d. ♦ , ...... i/ I { ."I S:(238.38) p4 °' o d . / 1 �' q - - - ��EppROF�s e p 2.0°1 / .. s� ��5 �NGINEF� O?� p a S:238.22 / 9 ,` :,; , : : 876 77 P . :. d0 7°0 _ C 8 0 _-•►�. ) - ---- !: d °. T :(23 3 E l EXISTING p BC:(237.63) ---- - I :I.. r:. I d ° _ t OREGON RETAIL & RESTAURANT 4 °p2.Q%4 p TW:238.19 ;i > I; ,: i dp ' :':' ....... FG 819 -1 do 0�' . I --. .. :23 0 . '. FF: ±238.3 S:(238.38) �, 10, 2 d S:(238.38) S:(238.19) a TC:(238.03) lc�' �� a ,: . , ,: __ .' .7 .F ! - PIRA DA ,,R r, TION TE 06 30 1 :1 , I DATE 1 6/27/2013 MA TCHLI NE. SEE SHEET C3. 1 DRAWN ! BRB DESIGNED ( MDT CHECKED IKSR W PROJECT# 1 21303210 V J SHEET TITLE �_ GRADING- NORTH SCALE: 1"-20' 2 SHEET NUMBER 20 10 0 20 LAND USE# ---- MATCHLINE: SEE SHEET C3.0 r N ®� LEGEND N °` ° -- `:° ° is ----- ----. S:(236.66) (�� - - - t` I:•: EXISTING RIGHT OF WAY LINE r' O -" -EXISTING LOT LINE ;" - 4 ., _ R:(236 80) I d 4 --- ------------ , f ,_.• -EXISTING CENTERLINE o _ chi /' rF - - - - - - -- - - 5'C '''' rn _ . : r a S:(237 45) S:(237 47) 4 4,: / »:... , -EXISTING 1'CONTOUR o M E�CISTING 4 BC:(237.42) �a. 2�0-IN 2.2%�.. > - -� _ p w ;° -" ' 235 PROP SED 5'C ONTOUR R TAI R TA RANT - - / . E L & ES :: (� ° TC:(237.64) I I _ to x / ° 236 PROPOSED 1 CONTOUR �¢ FF: ±238.38 4 ' / S:(237.43) ) -- ---- -- - -PROPOSED SAWCUT LINE °; -- . : _- f . w - ____ ��. FACE , iti : : ° N v': : 1 . S:(237$0) / BC'238 4 TW:239 23 ��' � i ° .. �' \ - PROPOSED CURB E 5;; BC:238.55 - FG:237.73 �� I 8 ''d 2.0% 1.4%'' - --- /a,*4�\,l`` �' S:(237.65) W t- a - ;.< ABBREI/lA TIONS ,_,, . 4a d / TW.239.23 i 9 ,4�� .' R:238.x6 {.: �• FG:239.23 '� O J ' ` FF FINISH FLOOR ELEVATION / - °I¢ {' , . . ;,~: ,. {p - .;f,''' d v . . 1 ,{ry-I ° �o ° °S 3 {' 55 ;'' o ° BC 238 18 .. 239 0 S _PROPOSED SPOT ELEVATION Bc:238. '` TC PROPOSED TOP OF CURB ELEVATION {^ ;`� TW:239.23 2:0/0 1.6/0 ---______ :,f o°< 4 ° BC -PROPOSED BOTTOM OF CURB ELEVATION . ?e f:d . ,.. 7 { ° " TC:238.55 ;° 4 TS PROPOSED TOP OF STAIRS ELEVATION ;4° d „ _ / BC:238.55 ° o BW:23 73 .,.' / r j.. S: 238.16 -'''`` 4 - P D TT T E / BC 238 55 ,:'; d ION 4 R•238.86 �BC:238.55 ° d S:237.62 BS PRO OSE BO OM OF S AIRS LEVAT TC:237.99 - __ BC:238.55 F d �' a ( ) _ / F °, 4 8:238.86 TW PROPOSED TOP OF WALL ELEVATION d o v ::,.. BC:237.99. °: ... ° -- - BC:238.55 Do' ° - _ __- :::> :;:::' - _ \; / ° `z f + ° S:239 19 '°d °�° FG FINISH GRADE @BOTTOM FACE OF WALL s 4 ° TC:(238.05) S:(237.86) <,: fi,.° N• -- 5:238.21 „�� ./{ _'- ,�: ° 8:(237.77) ### DENOTES EXISTING ELEVATION " C: 7 9 r" . ° B 23 .5 ._'."'.... _ ° . S. 238.38 r: ;.,:: `i / 4 i ' __N _ 1 5:239. 9 :::.::::'....:.::::. _____ _____ ALL CURB ARE 6 EXPO RE UNLESS THERWISE N TED / 4 -$'-� ° v I S SU O O ° o`�° °'f TC:238.13 TC:237.55 f 4 ° ..... ... ,... ' '" n ° - S:238.18 : ` BC 237 55 ' S:239 37 c� o S:238.21 ° q .^ a q ,,,.. 4 / 4 R:239.1 4 ° ,a. d....... s: 238.29 - :.,, ° ADA NOTE TC:238.55 4 n .^ TC:237.63° S:(238.86) S:(238.94) {` '`' 4 S:239.19 ;: TC:238.00 4 14 ff;` % ''' BC:238.55 S:238.38 ° o. v ti ,..{ ;, ''\f ` /' r ;.: ( ) `:I ( ), a BC:238.00 BC:237.63 `� 3 f d S 237.93 PAVEMENT IN A.DA. PARKING AREA TO BE o ° �; 4 - $C:238. 5 ` ,<`.. 3' ° 'v d °e ,f, 1 0%. -------- . :%' ' :..,; 2.0/o - - BC:237.88 --- a �' ., - _ - o S:239.29 ; - ° 2/o MAXIMUM SLOPE IN ANY DIRECTION _\ _ TC:238.55 `-.:. ' , f.' BC:238.55 S:239.37 -_ _ f`!. -' ° { :. , TW:240.04 ° 0 4,, S:238.41 S:239.24 BC:237.75 BC:238.79 / .''.?�' '�'" '`{ ;'` `;{ �; 39 S:239.21 S:(239.17) BC: '38.55 TW:239.23 . r ,: _ - - BC:238.55 `' :, a° BC:238.55 d ----' FG:238.19 9' ° � . S:239.21 -- S:238.80 B a:N 8 S 239.29 ( ) _ o S.239.24 4 BW 238 01 o ° BC:238.55 0 4.° d \ TW:239.23 - . . S:239.19 �.w ,;:. BC 88• f cv 238 4 - a ;,... . .moi:, s FG:2 FG' 09 2v 39.23 .238. i,. J' NE L RAD N T TC:2 9.61 4 :. GE RA ING ES F :: 3 S:239.40 .'; ......... { ......: -- S:239.43 -' ° ° F r- 00 a TC:239.55 / y _- ::< , BC:239.61 - 38. / r_/ o / ' �' BC:2 65 ° � /: o r BC:239.55 TW:240.04 ` , ' TW:240.04 dl .. BC:239.55 oc>' BC:239.61 S:239.94 ;{ S:239.19 ° ' 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL .;,:,. FG:238.65 �'? ,fi /' rn N' ;� BC: 239.53 ,f `fiol° ° d: `,. '"' d ` W:240.04 �`° //`:: I BC:239.55 , BC:239.61 ( > ,: °. INFORMATION AND ADVISE ARCHITECT OF ANY FG 238.40:{ ° rn F 4 TW:240.04 BC:239.55 %{ - a S:239.37 I :;/` 3 0 BC:2 9.55 0 BC: 239.58 {:' '' {' G23 0 DISCREPANCIES. :.. :.......::.......:........:... :.., FG 238.57 d . _ n :2 42 _ ° BS 38. _. :. ... d ,- :% - :: - - - - - - - - as ... - .>,: »:: - - - - °R.239.80 , _ ^- ................. ° %. TW.24Q04 BC:239.57 co �.. °. d BC.239.61 b' d 6 ; 4 - - ° �, 4 °-^ d a ° ;. 2. POSITIVE DRAINAGE TO BE MAINTAINED AWAY TS:240.04 .. ° . 4- -- FG.240.04 d `4 4 �' , v W . ° 4 ° 5:240.05 \ d L,, . ° d E a 1 c •. _a_._.,�:,.. TC.239.55 4 TC.239.6 -,� ............ ^ ..... d 4. .... ,- ,..... - _:............:..-.......-...._""'.'..'..... . FROM BUILDINGS AT ALL TIMES. TW.240.04 . a-.N d . ...... ,_.v..... ... ..... ..... .. d °d _ ; S:240.05 . - d 4 BC:239.55 ° d BC:239.61 ° d.:_. a° 4' FG.238.37 0 n ° d d n \ ° ° d4. °d \°- . . p4 ° a d 0.24 ° 4 . d o S:240.20 ;,;:,.. d s:24o 21 . S•24 1 ;; -` 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING 4 ° �i a S:240.21 o S:240.24 o nd ° ° a:{ . e d 4 v' d N v r 44 ° q v. 4 :. ; v d 4d v 4 d. ° v. d v }. : N .. - : .. ..... .. .. .......... �l .......... ..................... ....A ». . .. .• '` GRADES O SURROUNDING STREETS 4. ......:.: .... :»..:... ,,,.,... ,.. : . , ' / : : i / '� / IES Y PROP RT . NOTIFY ENGINEER F AN ,/ S:2 40.40 E O S.240.40 S:240.40 ': ` 'S 240 40 DISCREPA CES F �; < o'•r 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR `•/ ` REFERENCE ONLY. Z ..:./.♦ ' SEE GEOTECHNICAL REPORT FOR ALL �� �� _ INFORMATION REGARDING SUBGRADE "` PREPARATION, PLACEMENT, PREPARATION, ETC. °> TC.238.81 ',BC:238.31 1 0 w EXISTING RETAIL PROPOSED WHOLE FOODS °;,`' \ ALL EXISTING CONTOURS SHOWN ARE �.�. s:(23s.39) APPROXIMATE AND ARE PROVIDED FOR FF: ±240.40 FF: ±239,37 I ; y,f REFERENCE ONLY. ACTUAL SUBGRADE z s(23x.52) �:: ,;- : ELEVATIONS SHALL BE CONSTRUCTED BASED W .`°°. 4 ,. �� ''^ UPON THE FINAL SPOT ELEVATIONS AND �--� U O r ° Tc:238.73 CONTOURS INDICATED ON THIS SHEET. TC:238.81; BC:238.31 ; BC:238.50 ° �` w ""; TC:238.67 �r n 1..L.. '.. v BC:238.31 BC:238.1 . TC:238.82 ' ''� Q BC:238.31 -, ' BC:238.17 : •. BC:238.29 ® Q �; L.L. -- a� •••f,` , - C.� C.� �- : : : . . : : J �- 0 ,' :' : : :: :' ::'r : ; :,: . . : ;' f ................. . 77 : ; R'23 8 R 238 01 ::, i� -�: ::, `• �` 4 ° r / 6o µ r K .v d} ..: . ., 5 : . R•237 98 �.•• // •.. I/ f • I• �• , b �, i .d i/ \\\ ///// / �\ R:235�06 1°_ r� 4:d. n� a a ,i! \\ '`/ - - _ -, X ;A a R:236.83 4' °. S:(237.89) \ / 1 �. .a d f' o R:237.49 \ / , o d -6•. /o• p 3� o 7 f,. /: z ,: w -..--- a M O .r ._-.-u :..:•.., r - ..,T.T. -- - . : - : R:237 16 ' S:(238 29) U _. N // TW:239 09 S 237 07 .: ' ry 0, BW:235.09 S:(237.96) "' z . .. ' A� O } •.i F.. F- O f »..». __ ». a_ / ,-• i U __ :.,::.......::.:.:::...:.: ___ .. _ _ \ - --- --- - - _ - \ _ --- - "T --- ----- ----- - ---- - r .... ---------- -- - 1 --__ ----- -- - » - - --- ---- ------ - - -- -- - - - --- - - -- --- --- - ---- w - - ----- - - - - - -- - - .- - - - - -- - --- - ..... ::::::;::::..._:. _ -- ---- ------ -- ----------- ---- - - -- - - --- _ - - - - - - - - - - - ---- - ---- - -- - .: .'.. -- - - - - -- - - -- -- - i - - -- - - - - - ----- r I� I M :.-; :: .::.. ...... - - 1 - - - _ y. _ _ ------- - ---- _ .. ____ -- r ...... ___ __ _ _ _ ,.. - ; 1 - - - _ - W (..:::..::.•. /. N - - - - _ :• _ - - - - _- 'i _ /., _ v \: / • ....... i' -- _ - -- - - - - -- - I F' :. .1 _ T- _ / __ / r :._. - - - ----- ---- _a / • - :..:.: _ .,,.::.. _ - ;, ,. r .:. .r - :: 4 ::i .. .... ,:........ ...... ........ .... ......... .......... ................. 5����p P R 4FFs(p 0.50' 0.50' 0.50' ��� F,N G i N EFS O5L9� ±9.62' ±33.30 8.00' 10.32' 77876PE 3.17' EXISTING BUILDING WALL 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE 0.50' OREGON 3"DEEP MULCH LAYER SET 1"BELOW WALL GRADE 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE SEE LANDSCAPE PLAN FOR INFORMATION 4.00' �o�, po°' PROPOSED SEE LANDSCAPE PLAN FOR INFORMATION PROPOSED SIDEWALK SEE LANDSCAPE PLAN FOR INFORMATION `�Fj ��� 2 ��� SIDEWALK CONCRETE PLAZA H C. G P .;:-_.: _' PROPOSED CURB \ \ \ \ \ VARIES VARIES I I///\////////////\/////////\///////////////////////////////////////////'j/////�/ / / / / / % % % / �-'- EXPIRATION DATE:06/30/15 ----�.- \{\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ o :. ...... . A - •. o \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\j\\j\\j\\j\\j\\ / / / / / / / / / / / / / / '``' `"''" .d • . . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / : -- \0\ \ � 3"DEEP MULCH LAYER SET1"BELOW SIDEWALK GRADE \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ _..._.,..::;�f.,.. /\\/\\/\\/\\ \\\\\\\\\\\\ \ \\\ \ \\\\\ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ !!,F{{,l',FF{{{.i%{ry,%fr,'f,.,ff FFf{fflf{C-,{C,r:-N/llFf 11 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /i/i/i/i/i/i/i/i/i/i/i/i/i/i :; ::<-:<;;<.>{:<:.::.:::. ;�;;;:;;::<:: 18 AMENDED TOPSOIL \ \ \ \ DATE X6/27/2013 /\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\ /\i\i\i\i\i\i\i\i\i\i\i\i\i\i\�\i\i\i \ \ \ \ \ \ \ \ \ \ \ \ \ \ .._<:.<:<.<>:<. :.; ;:,:;;,>;:::;::; \\\\\\\\ SEE LANDSCAPE PLAN FOR INFORMATION \ \\//\\//\\/\\/\\//\\//\\/\\//\\i/\\/\\/\\//\\/\\/\\/\\/\\/\\/\\/\\/\\i\\/\\/\\/\\\\/\\i\\i\\/\\/\\/\\/\\/\\i\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ //\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\/i\\//\ /i�/i�/i /i/i r r/i\i\i\/i\/i\r\/i\/i\/i\/i\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\ \/i\\/\\/\\/\\/\\/i\\\/\\/\/i\\��\�/�\�\\�\\�\\�/��\��\�\\ ��\\\��\\\��\�,, \\\��\��\��\��\�\\�/\\�\ SEE LANDSCAPE PLAN FOR INFORMATION �///\y/\\//\\ :,,ry=°<: :> DRAWN S BRB 3"PERF PIPE IE:238.15 /\\�/\\�/\\�/�\�/�y/�\� /�\�/�\�/\\�/�\�/�\�/�\�\ %\\��\%\i�\ NON-WOVEN FILTER FABRIC MIRAFI 14ON OR EQUAL AC PARKING LOT NON-WOVEN FILTER FABRIC MIRAFI 14ON OR EQUAL - /\\�\ �'� CONTRACTOR TO ENSURE DRAIN PIPE IS FLAT OR x'"" DESIGNED I MDT OVERLAP EDGES 4"MINIMUM 18"AMENDED TOPSOIL OVERLAP EDGES 4"MINIMUM / 11 .\\\\\�4:'"1 �\�' m ll �_ MAINTAINS POSITIVE DRAINAGE TO WEEPHOLE IN CURB STANDARD CURB /\ //\�//\�//\�//\�//\' � EXISTING CONCRETE CHECKED I KSR SEE LANDSCAPE PLAN FOR INFORMATION 3"PERF PIPE �i/ , /\//\//%/%/% 18"AMENDED TOPSOIL \\/\\\/ PROJECT# 21303210 BOTTOM OF FOOTING // /\ ♦^ 1 DRAIN ROCK LAYER TO EXTEND ENTIRE SEE LANDSCAPE PLAN FOR INFORMATION \\/\ V l LENGTH OF RETAINING WALL ELEV:236.59 1 DRAIN ROCK LAYER TO EXTEND ENTIRE /\\//\\//\\ 18"AMENDED TOPSOIL SHEET TITLE LENGTH OF RETAINING WALL SEE LANDSCAPE PLAN FOR INFORMATION �""' BOTTOM OF FOOTING _,,, GRADING - SOUTH ELEV:236.40 SCALE.' �"-20' ���,�a SHEET NUMBER SECT/ONB-B SECT/ON C-C 20 10 0 20 SCALE: NTS SCALE: NTS LAND USE# ---- T_ N LEGEND rl- N -- - EXISTING PROPERTY LOT LINE 0 � O - EXISTING R.O.W. CENTERLINE04 ....:........ ...:.....- i ..........4 ...:... ., , a: - - - - - -2D- - - - - - _ EXISTING 5' CONTOUR m :.. ;.:.. -------- - -- ------------- — ., :..: '� '' :;��►-' ,,, i 209 EXISTING 1' CONTOUR oo c i E 210) -- - - -- -- - AT HWY ST • %••-- ' Y RD. .. _ PROPOSED RIDGE LINE , R POLLS FE IT - - C/) SW ----- - .. .. - - --- - _- - u- :. - _ - :: - X ENT FENCE _.:....- E - _ - - - ---- N PROPOSED SEDIM w - -- �, - _ _ --- k: :......... 0 y -••-. .• . •- �•_ - .•...•.% .• ----- ---- FLOW DIRECTION ARROW E, :..•.. --- ------------ -- - .... :.::..:.:-:..... --- --- PROPOSED INLET PROTECTION : 1 t: .� A 1 w h o _ �_ - 40 11111� --r-�� a M 72 --- z' 41 1 LO lit . .. . .,.., � ,•�`: :iii �: I��%/ .-� I 233- 3 Pt it 235 � .z...r _ '..:.,' EROS ION _ �• _.'�1- __ .. _-_---- - - . .�•'��.. � ---- -- `�`' -----_ CONTROL NOTES — -� ---- ---------------------- ---- - -� :;...,...;• _ - a _ - - - - I .36 --- ---- ---- - - - - 1 INSTALL SEDIMENT FENCE. SEE DETAIL ON SHEET C3.3. I: - !' :< ; [2] INSTALL INLET PROTECTION. SEE DETAILS ON SHEET C3.3. I s\\ \ ------------- EXISTING -----------EXISTING --------- RETAIL&RESTAURANT - 1 \ " t \ l 1 �23 - it a i \ / 1 1 j �� /� NOTES: \ / 1 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE \ I1 AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. � / I ------ 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. f`r —235-:\ ?: 1 / \ ,• 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. Dict:• `f. ', I / �:°�' 1 •,-�.,, `''. ,r��"`:'�?-"'�:" - `, .{, .. �Typ� sl 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING i`{''•. `i '' Z I 1 I CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. {' I 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. \ I �' r\ \ ®'�� I I ► 1 I 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED ' %' \ I 1 OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE -;.;::�--:•4 ' ' ;''•:.:'.%•%:%..{=..-•'<.>!-''..-. ,:+.: -_ __ I DISCHARGE WITHIN THE SAME 24 HOURS ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. `�`"" 1, i ' \ 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. I J . t , 1 1 a; I """" 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, - � � � AND PRIOR TO THE CONTROL MEASURES REMOVAL. IF } fi' '• . F _ _ // 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT ` COMPLETION OF PROJECT. Z 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. y 11. PERMIT MUST PROPERLY MANAGE HA W ,.-;'• •-I• :''":':;t, � : .>,,;,.•.,,,t ,'• �. THE TEE ROPERL ANA E ZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID IS " ' ' ;•{,r.,-•,,.::.;,,,.,.. ,,,-..,:-,,..' : 9 __ `�: WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. C� w 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD a BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. :i' ii 11: .:�'. 1: -�••'�• -r- 13. OWNER DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL L - MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. " 0 - {F 14. S SHOWN ON ,. :' __ --------- _ PRIOR TO ANY LAND DISTURBING ACTIVITIES THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREA 1 .r.,...... THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APP NO LTTE ND .. ,. � ;:n:� LE R ROVED DISTURBANCE IS PERMITTED BEYOND THE Y ♦a :`' .. ;: "''r CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. W NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. z I.:.; , I 1.-. •;, J. ,1. I EXISTING ,..+ I " 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE PERIMETER SEDIMENT RETAIL&RESTAURANT f, I ` "'-� }` ® O / CONTROL,AND INLET PROTECTION THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT I r. is ... :.: :•...... 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER IST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR SPECIFIED Y HE DESIGN ENGIN L AS D B T EER. (� !' ,;'' ,.. is ., •f 4 . .c,\ .\:•: / 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN - - �� V; � ,-®-------------- THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. .:I"•':i.;: :'r,,r : is _ -------I-- / -' '� 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED PREFERABLY VEGETATED AREA AND THROUGH A SEDIMENTui • CONTROL BMP(I.E. BAG). . .... 4 H '> l 19. THE ESC PL MUST B PT ONSITE. MEA SHO P ,..:.:.....: ......... 1 �.,� \ � `" AN BE TE.ALL SURES WN ON THE LAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER <::.. 4'"••'%.;Y, ' Vii. ,- 1 r _ .•. `•v, .. :. _ DOES NOT ENTER A SURFACE � I .• WATERSYSTEM ROADWAY,OR OTHER PROPERTIES. D 00 ^•,-• d ,{^ i!y/'• 1; r -, • :« -,.;.,, , ' ••;, ;', 20. RES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION THE ESC MEASURES PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. f •F : a i► �-``--- '`-t. ; 'ry' '' ``�>: `,' •„ . .. `•� • • }' '� 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. x. • •1:. ,..., '' 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. Lu 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. , :lt is e',l ,x k ....-. ` --- ___-_______ -, 1:•y 111 ;. .�: :-��• ® 239 tICY l yh t ' r j , •x r• .r f.{�^ o r ,• ,•• :{ •.''• U W ua cn ♦ W :.: .... 24.0 .. o J r / f /r F �r F " :- .:.- v :Y•: f Lu , .. EROSIONSTANDARD CONTROL TES : . LU f .. FOR SITES LESS THAN 1 ACRE a aeanWater CSS n , ' / Oor commitment clear. 06 :i ' THESE EROSION AND SEDIMENT CONTROL PLANS PR • I EXISTING RETAIL PROPOSED WHOLE FOODS n ASSUME DRY WEATHER" "WET WET OFFss I C:. ♦ F ;,, . `' ,\ " • '� WEATHER" CONSTRUCTION MEASURES NEED TO BE ��5 ��GiNEFR APPLIED BETWEEN OCTOBER 1 STAND MAY 31 ST. 77876PE Q ` - OREGON I f1 TOTAL DISTURBED AREA= 0.95 ACRES i EXPIRATION DATE:06/30/15 ` I' I .. '::.. : -. .,.F'r :.. -:.-.. :..:`:.::: 6 013 {, f :: : DATE /2712 : 1 , '<„: i- - - - - - - - _ - DRAWN 1� BRB 4 n - - _ „ +. � .� r • � .!� a �/ �” .. ( �,I 1 /- - - - - - �` �2�0, _ - - _ ' -' ,� 1 � .�� -'_a®' �;` �' O'.-O•'.'O •�/'' __- -� I DESIGNED I MDT 1 1 �, ( KSR 1 "'t.• \ a• e •' ;: f; .......::..... `� =•w� r :. •� `` r` v� ,' LUPROJECT# 1 21303210 0 r • i SHEET TITLE ` O r, { _ f . ...: ........................iii... .. ......._:.. .,... ........ ... ... __ ... r EROSION - - - - -- - --------- ------------------------- - — -- ------- --- — — — — — -- _ _-- --- - - ---- -- - - "1 - - - - - -- - - ' -- - - -- _ - 2 4 0 _.. - '24 - - - .n. .. ., ._.. .. .... . .. ... .... . . _ :_ ...�. SCALE- � 30 .. : . �._. - - SHEET NUMBER - �� ry — 245 —. _ - :... J - :T _ _- - --- ' - — -- -- I - - -- - — _ _ _ ,is a �: i .r ........... ........ .... .. .. .. ..... ...... ........... .. 30 15 0 30 _ - -- _ . : : LAND USE# ---- r o R MAY BE USED SHORT TERM a W/ UTILITY WORK AND W/ UL ANGLE FILTER FABRIC PHASING OF DEVELOPMENT N FENCE TO ASSURE SOIL IS TRAPPEDR T- CL a, FLOW H �... Iru.•- C0 u� Iz 3 a a � N E o! g INTERLOCKED ^ g 2"x 2" POSTS F— 2 AND ATTACH PLAN VIEW �- NTS 6011 AREA DRAIN 0 0- CATCH BASIN USE STITCHED LOOPS 3'minimum _ OVER 2"x 2" POSTS NOTES: from toe slope. FLOW 1. BURY BOTTOM OF FILTER FABRIC 6" ..�_ VERTICALLY BELOW FINISHED GRADE. 0 2'-6111. ' 611 2. 2"x 2" FIR, PINE OR STEEL a V4 011 FENCE POSTS. �a 3. POSTS TO BE INSTALLED ON , o aTCH e14 vrroM— -- FLOW UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. v C �d a '. ,• ' 5. PANELS MUST BE PLACED ' ' °• PROFILE ACCORDING TO SPACING ON DETAIL NO.940 DITCH INLET PLAN VIEW NTS 6" overlap of bags. FILTER FABRIC MATERIAL NOTES: 2' 4" 36" WIDE ROLLS 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. 4' n" 2. 810—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1"x2"WOODEN STAKES OR APPROVED EQUAL PER BAG. 6'MAXIMUM SPACING FOR FURTHER INFORMATION ��� ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION �V) �..■.n■ FRONT VIEW CHAPTER OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE ■ SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER , AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6 . AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. w INLET PROTECTION SEDIMENT FENCE aemWater Services TYPE 4 aemWaber Services ,J C DRAWING NO. 875 REVISED 12-06 Our commitment is clear. DRAWING NO. 915 REVISED 12-06 Our commitment is clear. 0Uj �.../ Zz >OWN W z `-r 0 1"REBAR FOR BAG REMOVAL > W z CATCH BASIN GRATE 0 O z U W CATCH BAST ° .' W %� p. .R. p C -d d �. EXPANSION RESTRAINT m d e • d A D D d Q d D STORM PIPE p d •p CL •' `ems �. D e • 4 D . 'q 4'q A :4 D•A 6•p 0' D. U LU 27X2"XY4"RUBBER BLOCKS w POLYPROPLENE FILTER SACK(WOVEN) WOVEN POLYPROPLENE SACK PROI NOTE: 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION 7 6PE ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS: SIZE OF FILTER SERVICES EROSION PREVENTION OREGO FABRIC INLET SACKS TO BE DETERMINED ALANNINND AN DESIGCONTN M stioy 10 200�� PLANNING AND DESIGN MANUAL. BY MANUFACTURER. C. INLET PROTECTION ExPIRATiON DATE:06/30/15 TYPE 5 aemWakr Services DATE 16/27/2013 DRAWING NO. 920 REVISED 12-06 O®r commitment is elect. DRAWN I BRB DESIGNED I MDT ®�� CHECKED I KSR W PROJECT# 121303210 SHEET TITLE EC DETAILS SHEET NUMBER C303 LAND USE# -- LEGEND CIA , :..:..:..:.....::.:... --'''� - - -EXISTING RIGHT-OF-WAY LINE : EXISTING LOT LINE :. 10 EXISTING .....: CENTERLINE ._ .- Y 2 .... .. W LL STATE :::: :....,::.... o FERRY RD _ ,. LS ..........:.. :: EXISTING EASEMENT cs� SW SCHOOL „ : __ .,.. PROPOSED URB _r ;r k.. . SEWER LINE .• EXISTING SANITARY ....::... :. :.... , :. ..,,... -- N....._._...__.._.:.... _.......Y........................ ;, ::.._ �, :,.:: _ W l� ...::. .::..::... :. _ _ ;'.:... EXISTING W NE �. to ;.. :,. _ _ v� ...... ,..... .... .. ...:,......:..:..:....::. ... ,. .. EXISTING STORM LINE :.;;. _ ... G ..:::.:�:....,:..:....:...,, .:.. ....:. :. �<.<., SEWER LINE . _::.........:. .:, ::r ._._.----- ::. .:, ;: ... .., ...: .. . .. .. 1 13 PROPOSED SANITARY ❑ SDVA :.. W o e :: ....... -- _ �-- : : a .. % ........ . :.... .......::...._.. .. ... PROPOSED STORM DRAIN PIPE A _...r-�---- :.. O r EXISTING STORM DRAIN MANHOLE LE _ W PROPOSED CATCH BASIN V.,........, :.: o PROPOSED CLEANOUT cn ".�rA a '`'•... - PROPOSED STORM MANHOLE OLo ° a STORM CONSTRUCTION NOTES �:.' a• .... �l J 1� . ................ ............ a a: 3 . a. .....................................: :. ........ ].4 i d O INSTALL 15 HDPE STORM PIPE ) ° 2 INSTALL STANDARD MANHOLE AND CONNECT TO EXISTING LINE. SEE DETAIL ON SHEET C5.1. SEE DATA TABLE ON THIS SHEET. EXISTING e 84.01 LF 0.63% 1 RETAIL&RESTAURANT @ 3 CONNECT TO EXISTING 411 ROOF DRAIN CONNECTION. CLEANOUT DATA TRENCH DRAIN DATA I.. ° SDMH 1 INSTAL PE STORM PIPE SDCO-1 SDTD-1 RIM=238,32' RIM:235.06 D INSTALL STORM CLEANOUT. IE(6")=234.22' IE OUT(6"E)=232.52 5 1rr SEE DETAIL ON SHEET C5.1 AND DATA TABLE ON THIS SHEET. % INSTALL 311 PVC SCHEDULE 40 PIPE TO WEEP HOLE TO PROPOSED CURB. SDCO-2 MANHOLE DATA f I RIM=238.42' ° ° 7 CONNECT TO EXISTING MANHOLE (EX SDMH-1). - 2 IE(6")-235.1 ' EX SDMH-1 36.80 a :..:.:, :..,... SDCO-3 EI N 26"SW =231.00 I INSTALL PERFORATED STORM PIPE PER DETAIL ON SHEET C5.1. LL 4" PE ° I -239 46' (12"S)- ; .........C a RIM IE IN 228 80 IE(6")=236.02' IE OUT(15"N)=228.70 SEE DETAIL ON SHEET C5.1. I a � W.Q. VAULT DATA SDMH-1 a 5 10 INSTALL BACKWATER CHECK VALVE. SEE DETAIL ON SHEET C5.1. RIM:234.77 ;.,. ;; d....:.. .::.�:�. :......... .......,....... .........l. E IN (15"S)=224 .23 :.:':..:...:.....:....,. .:i:.J 11 12 11 _ " •• �� SDVA 1 - a d ;.r 10.40LF - 3 O . ;: ...-,6 ::..... .;..... ., . .. .. 5 224 2 : a a.,''....qa. 50/o PROPOSED CURB. PIPE TO PENETRATE THROUGH WALL ABOVE IE IN 215'S - @0 ..........:..:.......:...:...... a3.70 TOP OF FOOTING. IE OUT(15"N)22221.40 -:.....:::::..... I l � ,,••.: ,,, `....; .,�`%• �• :, I ° : ° e „ ,•. 12 CONTRACTOR TO OUTFALL EXISTING ROOF DRAIN CONNECTION TO .......... a .... .... .. ...:.:.: ;. NEW WEEPHOLE IN PROPOSED CURB $ NYLOPLAST BASIN DAT NYLOPLAST BASIN DATA a SDAD-4 13 INSTALL 6'X12' CONTECH PEAK DIVERSION STORMFILTER VAULT 9 WITH 10 CARTRIDGES PER DETAIL ON SHEET C5.2. SEE DATA TABLE SDAD-1 SDAD-5 8 € ON THIS SHEET. RIM:238.86 RIM:239.88 INSTALL 4" HDPE STORM PIPE. E IN(4"SE)=237. E IN(4"N)=238.32 11 IE IN(4 SW)=237. 0 IE OUT(4"S)=238.32 O L 4"TR SS 'E' GR T(4"NW .:> r IE OUT )-235.40 A I OA L A Z : CONTRACTOR TO CONFIRM DRAIN IS LISTED BY OREGON STATE SDAD-6 + r PLUMBING CODE, BOARD APPROVED ORGANIZATION. SDAD-2 RIM:239.80 CCrJ 1g -' SEE DATA TABLE ON THIS SHEET. RIM:238.86 IE IN(4"W)=238.20 EX SDMH-1 IE IN(4"S)=237.28 IE OUT(4"E)=238.20 ° o k " 7 16 CONNECT TO EXISTING STORM. IE OUT(4"NW - ,. � -237.28 ui 4 CONTRACTOR TO VERIFY CONNECTION PRIOR TO CONSTRUCTION r L 3 D NOTIFY ENGINEER OF ANY CONFLICTS. „4 AN 18 r .., 24 f �:: SDAD-3 © . @ 5.35% I; EXISTING a a / 26.12LF 17 CONNECT PLANTER DRAIN TO PROPOSED STORM LINE. RIM:239.19 11 03% RETAIL&RESTAURANT r r . / 4 @ IE IN(4"SW)=237.45 1 W f r ,:. / O EXISTING G T(4"N)_ 18 CONNECT DRAIN LINE FROM LANDSCAPE PLANTER TO EXIST IE OUT `''1' J-237.45 SDCO 1 10 S'DBV ROOF DRAIN LINE TO NEW WEEPHOLE IN PROPOSED CURB. 5 a _ ° L 2" DRAIN 19 INSTAL AIN LINE FROM LANDSCAPE PLANTER AND CONNECT SDAD-4 •rr: / 17 I RIM:237.88 .r' TO NEW WEEPHOLE IN PROPOSED CURB � U 90.00LF IE IN(4"W)-236.50 Q 0 4 :.y SDAD-1 CONNECTION. ST OM 18 e 1.00% <�`, , f'` INSTALL UB5' FR C7: BUILDING COLUMN IE STUB 236 00 E IN(4"S) 236.50 20 INSTA PE ROOF DRAIN CONNE I °.� @ IE OUT(4"E)=236.50 W m f a P ° u A d :r 4 a e ••"������ ••• ................. � \ IAL WITH CITY PLUMBING ` a ° :..\ CONTRACTOR TO VERIFY PIPE MATER � �n / AD-2 V INSPECTOR FOR ROOF DRAIN LATERALS UN BUILDING CANOPY .,,.��' ,. :. p :a e . .a. ,• 9;: I S TO RA DER BU AN �C D 18 SDCO /` _2 ° c W .`. r a.. ^a a a•:' ° -° ° 1 < ' �::::>: .< :�..:::.,�:::., 22 RELOCATE EXISTING 4" DRAIN TO FACE OF WALL. I--' , °.° • W4" LIN LL AT STAIRWAY .: H °. WA 20 v:' 20 S :.. 1-100, ° AND CONNECT TO EXISITNG STORM LINE. co 20 64.50LF � I a q ° 8°/ ° d/ Q 4 2 14 ;> IE: 238.15 ° \ @ 1.00% 4 4 - 17 20 e 1 8 ° j a a ° a' d' a • d .. f ° SDCO 3 5 / ° ° 20 ,f�/ ,SDAD 3 a �;,f a • . .. SDAD-5 . aJ : ;. 7.58LF %a::.., ;A.4 d 17 a a , aa a 4 �- I 8 ° SEWER CONSTRUCTION NOTES @ 12.93% 1 ,'.. Q w 20 1 INSTALL UTILITY VAULT$16-GA-3,000. RIM: SEE GRADING PLAN "' f a: °d ° r : z 29.57LF IE: 237.00 3 ° o 22 6 @ 0.50% ,f '. °' f GREASE INTERCEPTOR TO BE VENTED TO BUILDING VENT STACK SANITARY DRAIN DATA e; ° d a ° f' d :. ..»:.::....:....:..::..::::.:..:.. .................... :..... �a SHEET C5.1. _ :. d° `:., ;%% -;T e 4 ' : -n� r:...u,�::::.> ;d- °a , d 4 I I N 3. � a SDAD-6. ° e d (E): 23 _238.27' �- I d.. a•.j. -;/ d. ° &y., e. (:, RIM z 8 E 85 ... :::............:.... ✓ ° ..... ... .... ....... ...:... .., �••� ' � 4 IE OUT W 233.77 E(4") 235 2 ° d v a Qa ° - v ui ° a LD ° <: a ° ° . d ... 4a.... ° ,< � ° 2 G SANITARY LINE ° o ::: :.. ,� : .. :•..• a .: . U a e CO NECT TO EXISTING CY_ 4 °d N X .:...:::.::......:.:::.........:::. , : VJ VJ CONFIRM WITH BUILDING PLUMBER THAT EXISTING BUILDING CLEANOUT DATA SANITARY STUB HAD ADEQUATE CAPACITY FOR BUILDING WASTE o w S w SSCO-1 • AND GREASE LINE FLOWS. CONTRACTOR TO POTHOLE 18 12 18 18 12 18 CONNECTION POINT AND NOTIFY ENGINEER OF INVERT RIM=237.98' IE(4")=233.87 w o INFORMATION PRIOR TO CONSTRUCTION.APPROX. IE: 233.00 I. o 0 Q CONNECTION TO PROPOSED BUILDING GREASE LINE. SSCO-2 4 RIM=236.83' EXISTING RETAIL PROPOSED WHOLE FOODS 4" IE: 234.37 E(4")-233.74' COORDINATE GREASE LINE LOCATION WITH BUILDING PLUMBER. I 2 .01 4 INSTALL 4" PVC D-3034 @ 1% MIN. 2% SLOPE PREFERRED. SSCO-3 4 SSAD 1 7 ° I RIM=238.01' �:5:) ADJUST CLEANOUT RIM TO PROPOSED FINISH GRADE. IE(4")=233.97' g t PROPOSED RIM: 236.83 SSCO-3 9 GIN O SSCO-2 6 9 INSTALL SANITARY CLEANOUT. SEE GRADING PLAN SHEET C3.1 FOR 77876PE 9� 6 I PROPOSED RIM ELEVATIONS AND SHEET C5.1 FOR DETAILS. 40 LF 4 1 L.- \ / . •: INSTALL SANITARY LYNCH STYLE CATCH BASIN WITH PEDESTRIAN OREGON I 3 `:I � RATED GRATE. CATCH BASIN TO BE VENTED AND PRIMED. SEE � , DATA TABLE ON THIS SHEET. SEE SHEET C5.1 FOR DETAILS. 10 20° q 487 LF Q INSTALL 4 STUB FOR COMPACTOR DRAIN. SEE ARCHITECTURAL C. G PLANS FOR COMPACTOR AND DRAIN INFORMATION. 8 LFI I EXPIRATION DATE:06/30/15 I 4 Q CONTRACTOR TO POTHOLE EXISTING ELECTRICAL AND : f.... .: e '• a' COMMUNICATIONS CONDUITS PRIOR TO CONSTRUCTION AND ,:..... ::... - 7 2013 ;'.. SDTD 1 1 6 NOTIFY ENGINEER OF FINDINGS 19 LF 5 J :..::.., DRAWN BRB :..:......... :.. ...... ... ............................... 4 4 .. f % I : % WATER CONSTRUCTION NOTES DESIGNED MDT ::::r::... r,:::::::.:....:.......::......::.:.. r F 45 3 LF:... . .. ....... . 2.97/ INSTALL CHECKED KSR ., I 4 16 ;% .:.:............. .......... :.::...::. a DOUBLE CHECK VALVE ASSEMBLY AFTER THE EXISTING „,.::::..:.:......:.:.:.yy:::,.,.:. :.....::...:::...:.. ::.:..........:.................... .. :...,;::...... • - PROJECT# 21303210 . ::.. . .. : ........................ :.. .,.....................,:...... ....... ............ .. .,. .,;'..., .:: , ....... .. ................. O CONFIRM EXISTING ..,.....:.... .. : :..;.... ............... .....:: :........... :: .. .... .. .. .... .,...,,. .: ......... ::..... .. .. , :: METER FOR WHOLE FOODS CONTRACTOR T x, , .. .I ,+:v,'�+.,:__ -'err ..+.-rte ..... ........... . � .... ..................... _ _.. _ .._ .. .. ... .... .,.... .............. .. ... ...... .. - PIPE METER SIZE AND NOTIFY ENGINEER.,. SHEET TITLE ... ....... ... ........ ......... ............................ :....................... ........ ::::...:.::..::......::::.....::. . ........ ::. .::....:.... .... . .. ...... 2 INSTALL HOSE BIB AT BOTTLE RETURN AREA. SEE PLUMBING PLANS UTILITY ALL STORM AND SANITARY SEWER CONNECTIONS NOT MADE FOR CONNECTION TO BUILDING WATER SERVICE. SHEET NUMBER C7 AT A STRUCTURE TO BE 'WYE' CONNECTIONS. SCALE.- 1"30' 4C400SEE SHEET C5.1 FOR GENERAL STORM, SANITARY AND 30 15 4 30 WATER NOTES. LAND USE# ---- ?ALT cv p N 0 0 0 0 0 0 0 0 0 0 0 CURB JOINT VARIES rn 0000000000 RESERVED ALUMINUM SIGN A (SEE NOTE 4) 2" OF ROCK/4"-0 2 o 00000000000 PARKING PLATE, BAKED ENAMEL. SEE DETAIL - -2% SLOPE PAVEMENT a : .; :. V) @@@a@@@@@@@ • W @@@@@@@@@@@ D a r�. OOU0000000U SIGN R7-8 ON THIS SHEET FOR Q DIMENSIONS. 00000000000 0 ::{F Y rF rrrii 00000000000 E SEE NOTE 5 0 CD 00000000000 0.9 COMPACTED SUBGRADE a [@@@@0@@@0@@ SIGN R7-8P � �. M VARIES VAN RESERVED G NOTES: � o Lu �- TRUNCATED DOME ACCESSIBLE WHERE SHOWN 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH cALUMINUM DETAIL SIGN ON PLANS H OF 3000 P.S.I. AT 28 DAYS c RAMP TEXTURE PATTERN SEE DETAIL ON WHEELCHAIR 2. PANELS TO BE 5 FEET LONG. DETAIL THIS SHEET G w o 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN ��ONLY 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY � � 8 DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. K APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT � E SPACING NOT TO EXCEED 45 FEET. w 2• PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT SIGN OR7-8C c° 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE HAS CURED ACCORDING TO THE MANUFACTURER'S SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL GALVANIZED T MOUNT BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. O r' _i RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS STEEL POST HEIGHT B / CLtW- TO THE AREAS THAT ARE TO BE TREATED WITH 6• FINISH WITH BROOM AND EDGE ALL JOINTS. TRUNCATED DOMES. F H DETECTABLE WARNING TEXTURE DETAIL STANDARD SIDEWALK DETAIL NOT TO SCALE 40 t ''• :i NOT TO SCALE 12"TREADS 12"�- -�'� �� 18" CONCRETE BASE SEE PLAN FOR NUMBER i• OF STEPS J 3.0'MAX 1-1/4" PIPE RAIL TO 1'-0" � 1'-0" TYPICAL A.D.A SIGN '`' -`� `�' ;, ;, • MEET ADA REQUIREMENTS J AND OREGON SPECIALTY CODE NOT TO SCALE FACE OF CURB 611 111 R 1/8" SLOPE TO FRONT TYPICAL A.D.A. PARKING I 1/2" R C 2 p. SIGN. SEE DETAIL ON THIS 611 ., ;.� C SHEET. CONFIRM RAIL COLOR 0" CURB EXPOSURE 10" 611 NOTES WITH ARCHITECT/OWNER I ,. PER PAVEMENT n - 1. SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING PLAN 4" WIDE WHITE STRIPES 2' O.C. AT 36 DEGREES 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING PAVEMENT 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA 3.. • Fl • .•f RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. ANTI-SKID NOSING ( BASE COURSE rr. TYPICAL A.D.A. PARKING (TYP) ALL TREADS 34" TO 38" r SYMBOL. SEE DETAIL ON - - DIMENSIONS (INCHES) 9 9' THIS SHEET. CONCRETE LANDING 8 3/411 BASE COURSE 8 3/4" 11 SIGN PER PLAN ( A B C D E F G H J K PER PLAN FLUSH CURB WITH 0" EXPOSURE 6 EXPOSURE (6' MIN STANDARD, 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. STANDARD 12 18 3/8 1-1/2R 2 4 2C 6 4 1 8' MIN FOR WHEELCHAIR STANDARD CURB OR WALL OR VAN ACCESSIBLE) WHERE SHOWN ON PLANS 2. EXPANSION JOINTS. ° #3 NOSE BAR A. TO BE PROVIDED: A.D.A PARKING STALL SIGN NOTE: CONSTRUCT INSTALL FACILITIES IN ° 1) AT EACH POINT OF TANGENCY OF THE CURB. NOT TO SCALE ACCORDANCE WITH ANSI 117.1-03 SECTION 502 a' 300 MAX 2) AT EACH COLD JOINT. • _ 3) AT EACH SIDE OF INLET STRUCTURES. 1/2" RAD MAX. ° d EXPANSION JOINT 4) AT EACH END OF DRIVEWAYS. A TYPICAL A.D.A. PARKING STALL w 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. NOT TO SCALE w 4" MINIMUM B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON EXTRUDING, a ° WITH A THICKNESS OF 1/2 INCH. E a z 3. CONTRACTION JOINTS. VA I T F C (STROKE WIDTH) ( ) >-- w Z NOTE- o° 1''0�� A. SPACING TO BE NOT MORE THAN 15 FEET. g G j O ,a B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. � V STAIRS TO MEET CURRENT ADA 11 ACCESSB I H GUIDELINES AND OREGON �� �� 4. BASE ROCK TO BE 3/4"-0" COMPACTED TO GEO REPORT RECOMMENDATION Q w STRUCTURAL SPECIALTY CODE I�il AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN E :::>:%f<'<`<r:::>}. BACKGROUND F- 6 DEPTH WHICHEVER IS GREATER. { 7 CONCRETE STAIR LR7-8P SIGN N 0. fr.....r.rr C NOT TO SCALE STANDARD AND FLUSH CURB r.'- }:..... c1 W NOT TO SCALE NOTES •.:..:•:•. %:::;%r>':::>:::::::'>•%::::::.;ifs::<. /.:i%`iii;: :?F"r.: ff,. 1-1/4" PIPE RAIL r. .. :>: ;::>>::;::;:«::,:, cq SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING ,.:•.... POST PER MANUFACTURERS REQUIREMENTS. CONFIRM RAIL COLOR WITH ARCHITECT/OWNER A •:r/fit!• •:r:'F.•k?{'.•'::}}}.fA,.S!7JaJlJf.��,...:.. F1'1_ 00 <: •iii:i! :f/.•.:r:.•:•,}:•}i}}.':}:•:::::r 15.00' SIGN LEGEND: GREEN RETRO-REFLECTIVE SHEETING THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. DIMENSIONS (INCHES) .••'••••'••;<..;',.;.;:<..{.r 34" MIN-38" MAX HANDRAIL T BE INSTALLED DURING SIGN URING OF CONCRETE. A B C C1 E F G H L NOTES B _'11) w W z 0.50 •-e•.••. •. ... _ :• :• .e• " :° . " ••. .: :f': 1 ., , 1. PAVEMENT MARKING BACKGROUND. OPTIONAL. BLUE, RETRO-REFLECTIVE °EMBEDMENT., . STANDARD 18 9 3/8 3/8 2 114 2D 1 1 1/2D 1 1/2R E �. :�: e. e. .. e. •c . •.,� • e • .• •a •: •.` • z • , •• ° "•.': .'. •' Ar : . ,.e e.• v:• '::.. :�,. .•. ;e"„�:••. .aY . �.- < 2 PAVEMENT MARKING STENCIL: WHIT RETRO-REFLECTIVELD z •• • . VAN ACCESSIBLE SIGN E, a U NOT TO SCALE 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN 0 o RAMP HANDRAIL DETAIL ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. o w SCALE: NOT TO SCALE A DIMENSIONS (INCHES) co Lu LEGEND o � / HANDRAIL PER DETAIL D A B c D E F G o ON THIS SHEET / WHEELCHAI E MINIMUM 28 24 3 #4 VERTICAL BARS •` 6' � Q AT 16”O.C.MAXIMUM MEDIUM BROOM PERPENDICULAR B F ALTERNATE BEND DEEP KNIFE JOINT ''f k TO PEDESTRIAN TRAVEL SER i f STATE HIGHWAY 41 36 4 ° HANDRAIL PER DETAIL ONLY E _T STANDARD CURB �• "�`< -•- xCONTINUOUS ON THIS SHEET D TYPICAL A.D.A. PARKING SYMBOL ,����.D !Ror HORIZONTAL BARS AT r :, NOT TO SCALE ���' ��G I NEF� �0, 18"O.C.MAXIMUM .'PER N x 15.15' SIGN NO. OR7--8C `� 77876PE PLAN ©C C G b 1:10 '' <.; C1 6" 9AX� 0 "b 0 o, MAx � NOTES FINISH GRADE 0 0 0 0 O O NOTES: ''f '� OREGON 1• SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING 1. PLACE ARROWS IN 2p��' \,/ CENTER OF TRAFFIC 2-2" ,,. sFIH GP��y PER PER PER 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING LANES. SEE SITE rr i " g ! PLAN PLAN PLAN 1' PLAN. lir: f r �� 2 3. THE "WHEELCHAIR USER ONLY" SIGN SHALL ONLY BE USED WITH THE 2. ARROWS TO BE WHITE EXPIRATION DATE:06/30/15 a DISABLED PERSON PARKING SIGN (R7-8)AND THE VAN ACCESSIBLE SIGN PAINT.' 24 DETECTABLE WARNING TEXTURE r SEE DETAIL ON THIS SHEET 3• (R7-8P)TO DESIGNATE THE WHEELCHAIR USER ONLY SPACES AS DEFINED IN 3. ALL PAINT 9" ;' DATE 16/27/2013 3 #4 x CANT ORS 447.233. PAVEMENT MARKINGS 'r r _' �,'� DRAWN I BRB a SHALL CONFORM TO 1 /, RAMP A RAMP B -J CURRENT ODOT 12" 4 DESIGNED I MDT 3"CLR '01 NOTES: DIMENSIONS (INCHES) SPECIFICATIONS FOR �'� I— CHECKED I KSR 1. SEE DETECTABLE WARNING TEXTURE DETAIL ON SHEET C6.1. SIGN MATERIALS AND 2 PROJECT# 121303210 2'-3" INSTALLATION. 10, 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. A B C C1 D E F G 3. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. SHEET TITLE 4. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. MINIMUM 18 9 5/8 3/8 2-1/4 1-1/2D 1-1/2 1-1/2R DETAILS 5. CONTRACTOR TO ENSURE RAMPS MEET ADA/OSSC GUIDELINES. SHEET NUMBER CAST IN PLACE WALL WHEELCHAIR ONLY SIGN DIRECTIONAL TRAFFIC ARROW DETAIL A NTS ACCESSIBLE SIDEWALK RAMP DETAIL NOT TO SCALE SCALE: SCALE: NTS SCALE: NOT TO SCALE ui C500 0. LAND USE# ---- r STORM GENERAL NOTES SAN/TARP SEWER GENERAL NOTES N N ti 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED ,� THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM = p PLUMBING CODE,AND THE APPLICABLE REQUIREMENTS OF THE CITY OF BY CITY OF TIGARD AND THE OREGON PLUMBING CODE. LL Z o TIGARD. 2. ALL WORK IN PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD DESIGN g C' STANDARDS AND SPECIFICATIONS. f2 N 2. NO DRAINAGE PIPING OR PART THEREOF WHICH IS CONSTRUCTED OF A rn ' 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE CONTRACTOR'S PERFORATED PIPE DETAIL MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A a BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS BEFORE DIGGING. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. THE CONTRACTOR SHALL LOCATE AND VERIFY OTHER UNDERGROUND IMPROVEMENTS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT - w PRIOR TO CONSTRUCTION. BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS t� 5. ALL PIPE TO BE INSTALLED WITH IMPORT PIPE BEDDING PER THE DETAIL ON THIS SHEET. WATER METER: - - SPECIFIED). THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD PRIOR TO ALL WORK BOTTOM HALF -NO HOLES o UL WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED WITHIN THE PUBLIC EASEMENTS. w PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, �- 7. ALL SEWER CONNECTIONS NOT MADE AT A STRUCTURE TO BE WYE CONNECTIONS TO COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. D C� N PRIVATE MAINS AND 'TEE' CONNECTIONS TO PUBLIC MAINS. METER �- I E 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT NOTE�': cn o� 8 IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND DOUBLE CHECK �' Iqr; 0 LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE 1" UNI:(1N EACH SI:DE 1- ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT WATER GENERAL NOTES 1. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. VALVE.. ASSEMBLY � � `� . LEAST 48 HOURS PRIOR TO CONSTRUCTION. 2. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. 0 u') w 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CITY 3. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. r- AhU%I OF TIGARD CONSTRUCTION STANDARDS, DRAWINGS AND THE UNIFORM PLUMBING CODE. OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING 4. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF A CLASS 5. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO �� '\ \ \`� ,,, \• '�,�,�\,' ., AND TRENCH PROTECTION OF WORKMEN. AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. DEGRADATION FROM THE EFFECTS OF SUNLIGHT. �/\ '` '�'���"/ r ,: 1' „ 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE �'°�\\ \ -': 18 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL \\; ,. `�*,.�j� APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED WATER LINES PER CITY OF TIGARD WATER STANDARDS. ' PAVEMENT GRADES. ' 4. ALL FITTINGS SHALL BE RESTRAINED PER CITY OF TIGARD WATER STANDARDS. 6, ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE 5. PRIOR TO BEING PLACED IN SERVICE,THE WATER LINES AND SERVICES SHALL BE FLUSHED, ANGLE OF REPOSE FOR THE BUILDING FOOTING. STERILIZED,AND TESTED,ALL IN ACCORDANCE WITH CITY OF TIGARD WATER STANDARDS WATER METER 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE AND UNIFORM PLUMBING CODE BY THE CONTRACTOR. APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, OR ONE-SIXTH 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. _ BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER THE WATER LINE. NOT TO EXCEED 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE 8• LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 36" FROM �� CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING PERF®RATE® PIPE CRUSHED ROCK B'4'SE 24 DEPTH THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN NOT TO SCALE THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. E,LEA TI Q , 9. ALL ON-SITE DOMESTIC WATER SERVICE BEHIND METER SHALL BE INSTALLED BY LICENSED SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. - - 10. WATERLINE SHALL MAINTAIN A MINIMUM OF 18"VERTICAL CLEARANCE FROM SEWER LINES BOX SPECIFICATIONS' 9. ALL STORM SEWER CONNECTIONS NOT MADE AT A STRUCTURE TO BE 'WYE' AT ALL TIMES. CONNECTIONS. DEVICE :SITE BOX TYPE PEDESTRIAN ACCESSIBLE GRATE 3/4 1 BROOKS 141 SERIES OR EQUAL. 4"THREADED CLEANOUT INSTALL GIBSON STEEL BASIN 1/fix, - 4,. CARSON. 1.730D P15L OR 'E+ U `Lt SANITARY SEWER BASIN DETAIL INSTALLATION SHOWN IS ONLY A SUGGESTION'. PROPOSED CONCRETE PAVING 4 Aa °' v ° a a' v d SEE STANDARD SIDEWALK CONCRETE 1 DOUBLE CHECK TO BE LOCATED 'DIRECTLY B'EH.IN:D WATER: METER. A 1 d.. a a. e a 1.00' a SECTION ON THIS SHEET �d . BRAS'' . TAI�ILE S SJR PLASTIC PLUGS TO BE INSTALLE'D I.N. TEST d 1 , INSTALL 3" DUCTILE IRON VENT LINE. ; d COCK'S IF BELOW GR>OU�1;D IN:STALLATION. CONNECT TO PLUMBING VENT STACK _ l _ 1,00' INSTALL 4"x4"x3" PVC WYE -L----- INSIDE OF BUILDING. SEE PLUMBING PLANS - - ORIENT WYE TO MATCH CROWNS. 1 NSTA:NCE FROM BOTTOM OF DEICE TO FINISH CRA0E FREEZE PROTECTI-ON FOR CONNECTION AND CONTINUATION OF LINE. 3"VENT IE TO BE 1"ABOVE 4" MAIN IE ANIS CLEAR..EN.CE.: FOR: TESTING .AMD :REPAIR :ARE. THE MAJOR: CONSIDERATIONS: I 4" PVC D-3034 - INSTALL 450 4" PVC D-3034 ELBOW FOR INSTALLATION. INSTALL 1/2""TYPE K SOFT COPPER WATER I INSTALL 4" PVC D-3034 PIPE "NO SCALE: I''Y QJP'"TCs13 �►PPFiO'+�ED BY' OREGON AGU'S�I PRIMER LINE FROM BUILDING TO CATCH BASIN N P`M, DU ENAS 'P.E. DOUBLECHECK ate. NO.- A4 - >b cn [� r.> +a� a�rca7v0 W WITH BACKFLOW VALVE. CONTRACTOR TO rr 'x �ax >r�agoi+r INSTALL 45° 4" PVC D-3034 ELBOW az : w.. at.�zM- REFER TO PLUMBING PLANS PLUMBING CODE 2.00' MIN. �-- ' �+ ,�1� N`�72?,3 .l.ULY 2f�� ► :L .. FOR ADDITIONAL INFORMATION. I F f503,:1MM7 APPROVAL:DAIE •�( >- w Z I STANDARD FRAME AND COVER 4< "� O SET FRAME IN NON-SHRINK GROUT V 0 INSTALL 1/2" PRIMER LINE STUB WELD SEDIMENT TRAP CATCH BASIN 1 1/8" GRADE RINGS,2"MIN./12"MAX. ® w 3/4It 1 1 1/2' INSTALL MASTIC GASKET AND FINISH MANUFACTURER TO PROVIDE 1/2" PRIMER TRAP TO BE WELDED 10 GA.,ASPHALT COATED / AC OR CONCRETE PAVING WITH WATER TIGHT GROUT O LINE STUB FOR CONTRACTOR TO CONNECT SHUT TO PREVENT GA I 10 1/2" OR OTHER SURFACING z HU E S CALCULATED I.E. OUT 26"MAX. : TO. STUB TO BE WELDED TO CATCH BASIN AS SHOWN ON PLANS INSTALL 4" PVC PIPE _.. W r 00 FOR WATER TIGHT SEAL. SEE CIVIL PLANS FOR 10113/8" 00 '''' '' -� SANITARY SEWER VENT & CATCH BASIN DETAIL : •: - < ADDITIONAL INFORMATION. �`� �.•. L.� NOT TO SCALE /2 _ ' - MANHOLE STEP r' - 4 •: MIN •± ECCENTRIC CONE m NON-SHRINK GROUT '• ' EXISTING SURFACE GRADE AS CONCRETE PAD REQUIRED STANDARD CAST IRON CLASS 3000 PECIFIED �� IN PAVED AREAS ONLY ;-••• MANHOLE RING SECTION 'r• \ :•_ /� FRAME AND COVER STANDARD MANHOLE CONCRETE 4 ` :.: \ 3/4"-0"CRUSHED ROCK •. VARIABLE(1'-4') • BACKFILL ABOVE M I N PIPE ZONE =,~ =:i / IN PAVED AREA GRADE RING PLUG PER PLUMBING CODE 17 1 8 GRANULAR BACKFILL OR rco j APPROVED NATIVE MATERIAL o •° a / ,__• ` ° - �' � eVsp p o ° ° 4" MIN. CAST IRON FRAME NOTE: �•�. 48"MINIMUM •; p ,. ;., IN AREAS OUTSIDE OF a a a e °D a 3 4" INSTALL 2'x2'x4" CONCRETE PAVEMENT. >>.;,> ' >; .;; '�� >. / \ \ FINISH GRADE `.{'`` `` f>,; f `"`f ' "' 4PAD IN UNPAVED AREA. z o \ : :.ry. .. ,...4,, ,r'� MIN' 's z or r 01 di / /� EXISTING MATERIAL 0 00 'M , .• ,,. ... \ °c% NON-ADHESIVE ;.{� I `' '' 18 MIN. j \ / %i,.''<;�`' ( "< °f"r' ' WATERTIGHT PIPE PLUG •: Lu „ ' $ » cn MEMBRANE I I '> T 81 6-GA-3000 2808AG ,ll, CUSTOM DRAIN BASIN (ID O (1) DUCTILE IRON GRATE LL GRATE OPTIONS LOAD RATING PART DRAWING# STANDARD LIGHT DUTY 0899CGS 7001-110-194 SOLID COVER LIGHT DUTY 08990GC 7001-110-196 6'5(r C: BRONZE NIA 0899CGB 7001-110-196 (2) VARIABLE - .ca I� DOME NIA 0899CGD 7001-110-197 INVERT (2) VARIABLE DROP INGRATE LIGHT DUTY 0801DI 7001-110-019 '�• � HEIGHT OVERALL C . HEIGHT ,,,;, (4) -- 8 Tan Lift Anchors p� u- TQI ,}' '✓r �`u`h� (3) No. 30 x 4 Castings (Bolt-Down and Gasketed) No.816-T-8-GA 'r r`-ti �f•.�,''� < c�`sryn.\ar;»>h..Ory r°•,c'4:•• Q C145 .13,90{3 lbs. ars\ ry 30" Clear Access E (3,4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE; ""EM.. £` ws 4°&6'FOR CORRUGATED HDPE(ADS N-12MCOR DUAL WALL r�h,p�r,� `�'•atir a.; yt'\ate 4s�tvy, �<vyY X, �favs y\ � '"f"�•�"' !L�tiw,' .: � L- Vent Term-A Duct SINGLE WALL),PVC SEWER .SDR 34 PVC DWV r MIN. co BASE ASSEMBLY (1 Each End) a 0 (EX. SCH 40),PVC C9001C905,CORRUGATED&RIBBED PVC /'yy /}�( R�/��y ■}.' {�1 4 t�,��24✓y h< W No.M1 •tW—W/A-3OV0 h` �kth vhi VYti hD; \y M1 SIw 4" � I• �X /� ,, 27150 Ibst ti, a i h} 1 k f ✓ - -,.. rY_ w+r vy\¢,\.. M. k} S�w�, h'•v \. µ _____... $°,�..G� ^t R' e,,•:�{"'"4`ta3� iJs.3,`W`\"�' �k C � k� FS y4 } (yq Base 21,700 lbs. Baffle Wali 11,620 lbs. J:2.•r✓ y TF4�3 1 h S� d }f 4 r+ ✓L ry `!•.n � M t�i Rc r�t'•, '�vR Vit. c� d }y yr Total 27.380 lbs a . "^ � � �1� t ✓�•� { ;rh r 281 OAG X 10" CUSTOM DR'AI N BAS I N f 6" PVC I INLET PIPE 6►`g„ (1) DUCTILE IRON GRATE n � `ryrsh . "{ �la. as � Ms -.� W' W ee PVC k` +r. rt> yd.. @ tray t 'd OUTLET PIPE ' ,� ..Y.s.-�`'{J rt'�'r�� '"`a P w/Tee Y » v" ! +•a e;c �0rt 7 x:"J <ttiy� i F» k a Baffle' Wall i.�wi a�bg''��a�•v;S�<Fm✓"`�i�'�`,i�+1`�' YY�hS 2>=rsa � r,,t �'ta h.`�Y ,. �a>:, ��'d� f li GRATE OPTIONS LOAD RATING PART# DRAWING# A. W/Plping .,<� :wits. Y div � a•"v\��v , !a\.,✓, r b y t } rt �o-Z sk ��; ��(''�, STANDARD LIGHT DUTY 1099CGS 7001-110-198 T 8 Ton Lift Anchors �•�V r��^�' t6�`vG'�cv�r 7 i �r+` tri S✓M �r�C t r vw tv 'v Y 0w<�� y v` � t+. s x r r ,. F s rr 5 �'v +. t t '`4\�� v } •\ �.�:.lt F< Lb e s r .✓ Y ¢ :E s at✓ r' x.. �t r i ytrr\r:WY }=r✓ 5 Jr v\, '� SOLID COVER LIGHT DUTY 1099CGC 7001-110-199 (2 Each End in floor) y" }"Mi,­r BRONZE NIA 1099CGB 7001-110-200 DOME NIA 1099CGD 7001-110-201 (2) VARIABLE s\b•,.a v. 4 •,a t Y} s Y S. r\ a. f, fa ,✓ S 's r v ,k L".' INVERT y ✓ S1d ?ri 4 `a tL� �Af11irIQLE DROP IN GRATE LIGHT DUTY 1001DI 7001-110-020 1, (2)--8"+� 5urnps HEIGHT OVERALL HEIGHT 1s'—11" RN b 4 vi 1 tlv�tr bf a,y 4 r yv tN s\'v - ' ;,ty2 .:•nrSy{} y p , yrt, . g'..1" (3,4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE- 46&&"FOR CORRUGATED HDPE(ADS N-12JFMCOR DUAL WALL, G`MIN. ADSJHANCOR SINGLE WALL),PVC SEWER(EX:SDR 36),PVC DWV (EX SCH 40),PVC C9001i M,CORRUGATED�&RIBBED PVC ol 1 - GRATESMILID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE I A IIINC.I'L.Nstec 71,!-54.45,WITH THE EXCEPTION OF THE BRONZE GRATE. -- The Oregon State Plumbing Specialty Cade, under 2 -CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO sold in repo 0, requires that plumbing products said in Oregon must be listed by arr organization PLAN DETAILS. RISERS ARE NEEDED FOR BASINS MR W DUE TO Note: approved by the Board to certify plumbing products SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-11040 -- Contractor` is responsible for supplying crane for conformance with product standards approved by to set and assemble vault. the. Board. IAPMO Intl. Assoc. of Plumbing 3-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL. $'130 YER�JI!IA AVE 4 g ASTM D3212 FOR CORRUGATED HDPE(ADS&HANGOR DUAL WALL)& NYLOPLA'ST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORDj �� GA3051$ & Mech. Officials) is a listed organization. PHN SDR 35 PVC OR POSSESSION OF THIS PRINT DOES NOT CONFER, DA's 5.1140 a9"4 816-GA-3000 816-GA-3000 000 4 -STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 00 A 1509. TRANSFER,OR LICENSE THE USE OF THE DESIGN OR FAX(770)9 0 CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE TECHNICAL INFORMATION SHOWN HEREIN REMISED BY JJC PROJECT NDJNAME W nylopl #� 10 01 ti Precast Filea C�.�`i .EASE INTERCEPTOR Name:020ECC816GA 301X� V TO 3B0°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE DRAWING NO.7001410-012. CONTAINED HEREIN,OR MANUFACTURE OF ANY QA7E 10.1711 PO Box.323,Wilsonville,Oregon 97070-0323 Issue Date: Revised 2-23-12 ���� ��►�•-�-�� ARTICLE HEREFROM FOR THE DISCLOSURE TO OTHERS $IN 810 IN DRAIN BASIN DESIGN DETAILS 5-DIMENSIONS ARE FOR REFERENCE ONLY � Tel:(503)682w2844 Fax:(503)682-2657 al+d,c�►stlep�lrecast.colm/wlls4nuille _ ACTUAL DIMENSIONS MAY VARY IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN DMSIZE A SCALE NTS SHEET 1 iIJF'1 DWG ND. x001.110"0+15 REV F �" PERMISSION FROM NYLOPLAST. 4 011 FMPlasr0 W c[ >- W z E'au r"i t)UE>a �-ca. . �v� fit'. a � s 816—GA-3000 U � STORMFILTER Z s Q b My� S i d R CARTRIDGE v � £ E z ., 2-0 FILTRATION ` a � ye zA BAY "sZg. $� � b �..�. W r•.........__.,._.._............._.•-.-_...._.__......................--...., � � : d` ,�ti��8�q�� � ����"�� 16'-1�„ (3) - No. 30 x 4 Castings I "°� =11 M (Bolt-Down and Casketed) `- TRANSFER �' 2'-,5 on 6'-0'" 6'-0 ---P- 2'-5" 30" Dia. Clear Access Uj ��nn I , HOLE 39- -R - _ _M_ ,_S.~Z - m V �wrwll (2)030"x 4"EJ IW j COVER `�' 2'-71" 5'-10" 2" Vent " #41600484 OR ( A _ _ I 1 ``s Term-A-Duct • b , � i� EQUIVALENT I I - _ - _5:'Z� _ ... ( � (1 Each End) A ' ----------•-----------_-•�-_�--- I A � �=== �===_=== _______`� >- r —� P „ m .-,.....-__.....----T-�---------------•-A � II I I I II FLOW FLOW II I I I I INLET - y OUTLET � --_.._...,,,.-......-.,_-._.....-- 90° �`• 900 II � 1 1 11 :•,<„ - 1 M rn INLET BAY OUTLET A 11 BAY 2'-0 I II I I I I II II I I fl I I � PLAN VIEW SECTION E-S 9 ° i�� i i� -----------------------------_ i it o VAULT STYLE:51L a MATERIAL LIST-PROVIDED BY CONTECH SITE DESIGN DATA 8-Ton Lift Anchors COUNT DESCRIPTION INSTALLED BY WATER QUALITY (2}-8"� Sumps (2 Each End in Floor) FLOW RATE 0.33 CFS 10 18" CARTRIDGE CONTECH PLAN VIEW \_ (4) - 8-Ton Lift Anchors 10 RESTRICTOR DISK(BLK),GPM CONTECH PEAKRATE FLOW 3.91 CFS I"�- 0 2"PVC SLIP PLUG CONTECH RETURN PERIOD J Butyl Resin Sealant LU OF PEAK FLOW 25 YRS 6" PVC 6" PVC p 1 FLOWKIT(51 L) CONTECH OUTLET PIPE INLET PIPE 1 36"x 14"TRANSFER HOLE COVER CONTECH FILTER MEDIA TYPE PERLITE w/Sampling Tee w/Tee �+•, Baffle Wall Flow Line s ('�' N , Risers Available Lii 1 JOINT SEALANT CONTRACTOR \� —�-- _ 4i .+•-- I` f w � P. — — — .,a`' •'0"' ..;�.:K A----- .;:e;:r•'.oi'`ro•`+n.:•:.a --__= oI 6 �Q W 2 PLCS GRADE RINGS/RISERS CONTRACTOR ^ ►•I R O u7 �'' . FRAME AND COVER AND 2 030"x4"EJIW#41600484,OR EQUIVALENT FRAME AND COVER CONTRACTOR -• N E j �- N iz Ep PROF -- J, -y------Q.._ ACCESS HATCH CAST -1< -- "'� ---------- - _L-__ _ - - �.`�� �S'�,� FLUSH IN TOP 10 STEPS,P10GTS LANE LADDER,OR EQUIVALENT CONTECH +er� Transfer Pipe Q - C° 4 «} E ��`INEF9 O� (� i a '^�• Outlet Bay a�, I U-3 U) ' , r PERFORMANCE SPECIFICATION W ^ RIM ELEV. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF GLEANING. RADIAL MEDIA [� V R _ r,,m 77876PE a DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 37 SECONDS. `a `�° SPECIFIC FLOW RATE SHALL BE 2 GPMISF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE (/� -I - ✓ i MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMlCF of MEDIA(MAXIMUM. CL -� .� - _ . _ .- — _l — ;\{ri. :A•. -b:• :a: :n' :p" ,e. a.• :6, A• 'b":•'O'. :0' 'A: o - OREGON �_-_-._ =� + STEP YP) GENERAL NOTES ynv f 0 :..... , .. rC=� 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. SECTION AA 0, m 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH �' Notes:Designed in accordance with ASTM C 890 for AASHTO HS20-44 vehicle loading �F�y C W INLETPIPE --- -� HIGH FLOW ,- „ — ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com a - Maximum allowable DFUs (Drainage Fixture Units) = 342 (equivalent to 3,000 gallon size) o B I 41-811 ►O B 3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN o -: BYPASS WEIR - - Contractor Requirements: THIS DRAWING.�CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. g 1.) Ventilate the interceptor to open atmosphere. EXPIRATION DATE:06/30/15 > 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0--5'AND GROUNDWATER ELEVATION AT 3 ',�- �� 2.) Leak Test per IAPMO/ANSI Z1001-2007 Sectlon 5.1.1. I -�_ E _ -E!L .ca. - WEIR ELEV. OR BELOW THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. +•+ - Manufacturer's recommendations: t 11 If 1 11 1 CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO, v o UL g 1.) Ventilate each end to open atmosphere. I � � DATE t 6/2712013 o INLET Ij ♦ It ---1 II I I II � � 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING WITH ASTM C-857 AND AASHTO LOAD FACTOR DESIGN ® o $ 2.) Prior to "Start Up" of System, fill with clean water through outlet bay to bottom of transfer pipe (approx. one foot deep), 2 I - I METHOD. U 9 pwq For best results, fill to flow line. BAY FLOOR it � 11 II ] I) l -_ € +'li5 3. Follow Regular Inspection, Cleaning, 8c Maintenance Schedule Sac Clean Out & Maintenance. DRAWN I BRB �- --- --- -- --- ___ _ OUTLET INSTALLATION NOTES A � 1 ) P g, ( ) LU INV.ELEV. Z x * 4.) Optional corrasion resistant coatings are available. DESIGNED NIDT z I L_ __- -- [] [ - - A ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND �, - SHALL BE SPECIFIED BY ENGINEER OF RECORD. b CHECKED I KSR z B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER $.!6�G A� 0® i_�^_►A-30®® o TRANSFER STRUCTURE(LIFTING CLUTCHES PROVIDED). DATE: 1 VM V PROJECT# 121303210 z FIOLTRATOION OUTLET PIPE C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND AS EMB LESTRUCTURE. 6/12!13 Old 8 Precast GREASE INTERCEPTOR (ff� o FILTRATION D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT.WITH OUTLET BAY FLOOR. DESIGNED: DRAWN: File Name:020ECG816GA-3000 Q BAY E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ALS N/A 300 GALLON SHEET TITLE BAY FLOOR Issue Date: Revised 2-23-12 � F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. CHECKED: APPROVED: PO Box 323,Wilsonville,Oregon 97070-0323 DETAILS q Tel:(503)682-2844 Fax:(503)682-2657 oldcastleprecast.com/wilsonville �-�— ELEVATION STRUCTURE WEIGHT p APPROXIMATE HEAVIEST PICK= T.B.D.LBS. CONTECH PROJECT NUMBER: SHEET NUMBER PROPOSAL SHED: 484917 DRAWING 1 OF. Uj C!) 2 ■ CL LAND USE# -