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Plans (3) BU P2011 -00100 'r r _ - --- __ ,,,,,4„„.. ,.. .......... ‘,. , _ " . . V 3`, Si; m SPECIAL INSPECTION REQUIRED REC�'�'�E c � N State-of Oregon Structural Specialty Code 1 l _ Ngi o CITY OF T IGARD MAY 20 1 ABBREVIATIONS �/ rti2 `1. N. C ncrQte and RQinforcing Steel NO..1( SHEET TITLE U U in Concrete ...... ..=.................. Conditionally PP �~[ - ,sN e Bolts InstalledCo c etei Ulf 1 Y 01GARD & And I.D. Inside Diameter (Dim.) A roved............ ' Lu �? L Angle INSUL. insulation , T2.0 OCCUPANCY AND EXIT DIAGRAM - See Letter to:Follow. ,,,..,( I T1.0 TITLE SHEET At INT. Interior 0 Special Moment-Resisting Concrete Frame Attached { BUILDIhf )IVISIOr a 0 Reinforcing Steel & Prestressing Steel Tendons , , �" d 1 .PYA m Centerline JAN. Janitor Permit :�. it 0Diameter or Round JT. Joint YIr C101 CCIVIL COVER SHEET22 r # Pound or Number E 0 Structural Welding Y., , By: G-.'": l Date: 'PM C102 = .. .c ( } Existing K.E.C. Kitchen Equipment Contractor i U C103 EXISTING CONDITIONS AND DEMOLITION PLAN rn ABV. Above KIT. Kitchen 0 High-Strength ' o C104 11433 SW PACIFIC HIGHWAY DEDICATION PLAN LAB. Laboratory Bolting 4 } s ' �.. .� ACOUS. Acoustical LAM. Laminate A.C. Asphaltic Concrete LAV. Lavatory 0 Structural Masonry ` ° = C105 SITE PLAN .0 A.D. Area Drain �' F r1, U 2 Lbs. Pounds ' C106 ON-SITE GRADING PLAN L a ADJ. Adjustable LKR. Locker 0 Reinforced Gypsum Concrete y Q I E ,., A.F.F. Above Finished Floor L/P Laminated Plastic oFGARD C107 11433 SW PACIFIC HWY PLAN & PROFILE " - AGGR. Aggregate © InsulatingConcrete Fill - C �CLC108 SITE STORM PLAN >ye °' LT. Light AL. Aluminum . MAX. Maximum rn o APPROX. Approximate M.C. Medicine Cabinet 0 Spray Applied Fire-Resistive Materials ConditionatlyApproved..............IL ] C109 SITE SANITARY & WATER PLAN o w ARCH. Architectural MECH. Mechanical See Letter to:Follow..................[ I C110 ODOT FRONTAGE DETAILS §c ASPH. Asphalt MEMB. Membrane 0 Pilings, Drilled Piers and Caissons A .. ham. IA cc o Z BD. Board MET. Metal 0 ShotCrete �{ - r r C111 ON-SITE CONSTRUCTION DETAILS W = J BITUM. Bituminous MFR. Manufacturer 1 MH. Manhole Ada'-:• t' irfiwniar o � � C112 ON-SITE CONSTRUCTION DETAILS � N � "J ■ UBLDG. Building MIN. Minimum 0 Special Grading, Excavation and Filling 11433 SW PACIFIC HI HWAY By: f �` Date: I C113 ON-SITE CONSTRUCTION DETAILS BLK. Block MIR. Mirror 0114 ON-SITE CONSTRUCTION DETAILS BLKG. Blocking MISC. Miscellaneous 0 Smoke-Control Systems BM. Beam M.O. Masonry Opening BOT. Bottom MTD. Mounted 0 Other Inspections L1.0 PLANTING PLAN CLIENT C� MUL. Mullion TIGARDCAB. Cabinet OREGON L2.0 IRRIGATION PLAN C) C.B. Catch Basin N North , L3.0 LANDSCAPE DETAILS N. CEM. Cement N.I.C. Not In Contract CER. Ceramic NO. or # Number A1.0 SITE PLAN r:t C.I. Cast Iron NOM. Nominal GENERAL NOTES PROTOTYPE T-22-14 (MODIFIED FOR KWKG FRANCHISE) A1.1 OREGON BUILDING ENVELOPE COMPLIANCE C.G. Corner Gourd N.T.S. Not To Scale O C.K.E. Carl Katchner Enterprises A2.0 FRAMING PLAN ., CLC. Ceiling O.A. Overall CLKG. Caulking OBS. Obscure A3.0 FLOOR PLAN & DETAILS CV W CLO. Closet O.C. On Center A3.1 PLYWOOD BACKING PLAN r J CLR. Clear O.D. Outside Diameter (dim.) 1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL Q N. C.O. Cased OpeningO.F. Overflow ERRORS OCCUR, CONTRACTOR SHALL NOTIFY THE OWNER PRIOR 26. Sneeze guards shall comply with NSF requirements. 46. The cooking equipment must be spaced six 6 inches A4.0 EXTERIOR ELEVATIONS & DETAILS OFF. Office TO COMMENCEMENT OF THAT PORTION OF WORK. ENVIRONMENTAL HEALTH SERVICES PLAN NOTES 9 P Y q , P O U � . 1- COL. Column apart and from adjacent walls, or flashed together and to A5.0 EXTERIOR ELEVATIONS CONC. Concrete OPNG. Opening 27. All hoods shall be U.L. listed. Each hood shall be Z z CO 2. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES A THOROUGH REVIEW OF 1. The type of food facility is 100% single service. constructed and installed to all U.L. specifications. the walls, or the cooking equipment must be equipped with X CONN. Connection OPP. Opposite THE CONSTRUCTION DOCUMENTS, SPECIFICATIONS, PROJECT PREMISES, AND ALL p commercial castors and quick disconnect gas lines. A6.0 REFLECTED CEILING PLAN & DETAILS O O CNJ CONSTR. Construction ADDENDA CONTEMPLATED FOR THE PROJECT. THE BID PRICE SHOULD INCLUDE 2. No alcoholic beverages shall be consumed on the premises. rnn CX? P.C. PlumbingContractor 28. Type I hood duct must have welded seams. A7.0 ROOF PLAN & DETAILS v m CONT. Continuous ALL ITEMS PERTAINING AND IDENTIFIED WITHIN THE PROJECT UMITS OF CONSTRUCTION 47. The lines from the syrup tanks to the drink disp. head y . J Cfl CORR. Corridor PRCST. Pre-cast IDENTIFIED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED REGARDING SCOPE 3. The number f employees per shift (including owners 29. An interlockingswitch shall be provided between hood must be enclosed in a chase. Use a rigid material, i.e., A8.0 BUILDING SECTIONS ,J OF WORK, DRAWINGS, OR BID INSTRUCTIONS SHOULD BE BROUGHT TO THE ATTENTION exhaust and make upair systems. plaster, opening CTSK. Countersunk PL. Plate and mangers is six 6). P foam, etc to seal the o enin of the bev. cond. line A9.0 WALL SECTIONS O CNTR. Counter P.LAM. Plastic Laminate OF THE CKE PROJECT MANAGER. ALL MATERIALS, UNLESS OTHERWISE NOTED, YI ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. IT IS NOT THE INTENT 4$. Cam r RAS. Plaster 4. The food facility is served b The City's municipal water. 30. The tile floor shall have a smooth surface under all Compressors and carbonators are to be supported off the CTR. Center PLYWD. Plywood OF THESE DOCUMENTS TO PRESCRIBE E MCOR METHODS ANYPORTION ANY TRADE, Y Y Y P equipment, and that the walk ways will have a light texture only. floor on six (6) inch high, easilycleanable legs or in an A9.1 WALL SECTIONS Y CONTRACTOR OR VENDOR REQUIRED TO COMPLETE OF THEIR WORK. 9 Y g DBL. Double PR. Pair NO EXCLUSIONS FOR SUCH SHALL BE PERMITTED. 5. The food facility is serviced by The City's municipal otherwise approved manner. A10.0 DETAILS PT. Point sewer district. 31. used. PROJECT No floor mats shall be DEPT. Department49. Hoods and mechanical vent must comply w/all req as set A10.1 DETAILS DET. Detail P.T.D. Paper Towel Dispenser 3. SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR AND OBTAIN ALL 32. All construction must conform with these approvedplans. forth in the current edition of the OREGON Mech. Code, as r P.O.S. Point of Sale 6. All Plumbing electrical, and gas lines shall be concealed P to 3 D.F. Drinking Fountain PERMITS, LICENSES AND PAY REQUIRED FEES. within the buildin structure to as great extent as possible. Alterations or changes to these plans must have prior approval adopted by the local building and fire authority. A10.2 TRASH ENCLOSURE o PIN. Partition g g P bythe Plan Check Section of Environmental Health. o N D.F.C. Down From Ceiling p Receptacle 50. The canopy-type exhaust hood shall extend a minimum of A11.0 INTERIOR ELEVATIONS I P.T.R. Paper Towel 4. EACH TOILET ROOM SHALL BE PROVIDED WITH A FORCED DRAFT DIA. Diameter7. All sinks and lavatories i the food facility will be supplied 33. All construction work must conform to local building codes six 6 inches beyond the outer edges of the cooking surfaces Z DIM. Dimension PVC Polyvinylchloride VENTILATION SYSTEM EFFECTING AN AIR CHANGE EACH FIVE MINUTES. with hot minimum 140F) and cold running water under pressure. g ( ) Y g g Al2.0 INTERIOR ELEVATIONS z O - DISP. Dispenser and have necessary approvals from the local building and fire as measured from the inside edge of the hood. - _ Q.T. Quarry Tile 5. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF STUDS, WOOD authority. Al2.1 INTERIOR ELEVATIONS & DETAILS vi (A DN, Down R. Riser COLUMN OR GRID LINES UNLESS OTHERWISE NOTED OR DETAILED 8. All lavatories or hand sinks will have a combination faucet 51. Flash the exhaust hood to the walls and ceiling. in w 0 D.O. Door Opening RAD. Radius or remixing faucet capable of supplyingwarm water for a 34. When finish work is approximately 75% to 80% completed, A13.0 WINDOW, DOOR, FINISH, MATERIAL SCHEDULES a '� a DWR. Drawer 6. ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS ON THE min mum of 10 seconds with _plumbing, ventilation and equipment installed, you must call 52. All joints and seams of exhaust hoods shall be constructed & DOOR TYPES ix z Z R.D. Roof Drain �, Z D.S. Downspout PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION the Specialistassigned to review your plans for a preliminary insp. to be tight and easily cleanable. W O C-) 0 REF. Reference Requests should be made of leas two working days in advance. E C3 Q 0 D.S.P. Dry Standpipe OF THE OWNER PRIOR TO BIDDING AND/OR BEFORE PROCEEDING q 9 Y REFR. Refrigerator 9. Shelving over wet areas (sinks, mop sinks, etc.) will be metal. 53. Provide a dry food storeroom or area w/ a min. of 32 linear S-1 FOUNDATION PLAN & DETAILS CL Li DWG. DrawingWITH ANY WORK. RGTR. Register 35. Upon completion of 100% of the construction, including foot of dedicated floor space for approved back-up storage S-2 ROOF FRAMING PLANIx REINF. Reinforced 7. CEILING HEIGHTS NOTED ON FINISH SCHEDULE ARE FROM FINISH 10. All exterior doors shall be self closing, all finishing work, you must call the Specialist assigned to shelving unis. All storage shelving must be accessible with 30 5 Z 3 p E. East REQ. Required TILE FLOOR TO FINISH CEILING. review your plans to arrange for a final inspection. You will inch aisle clearance. S-3 GENERAL NOTES & DETAILS re a N EA. Each RESIL. Resilient not be issued a Health Permit until you pass a final inspection. se aC ' E.C. Electrical Contractor 8. FOR SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL DUCT 11• The air screen over the door will have a minimum velocity In no case should a final inspection be requested less than two 54. A shelving unit shall be a min. 18 inches in depth and three S-4 STRUCTURAL DETAILS J in E.J. Expansion Joint RM. Room WORK, SEE MECHANICAL DRAWINGS. of 1600 feet per minute measured 3 feet above the ground. working days prior to the proposed opening of the establishment. tiers high. For example, eight shelving units, each of which a Q K} ce P R.O. Rough Opening S-5 SPECIAL INSPECTIONS TABLE a i_ M EL. Elevation RWD. Redwood p g 12. Allo enable windows vent openings or other similar openings is four foot long and three tiers high, would equal 32 linear N Q ELEC. Electrical 9. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT P { 36. Provide minimum 36 inch wide aisle in traffic areas. feet of shelving units. 1 L,u R.W.L. Rain Water Leader must be provided with h tight fitting screens or minimum FIELD INSPECTOR. (SEE SPECIFICATIONS) SEE K-3. 16 mesh to the inch. P2.0 SCHEDULES, NOTES AND LEGENDS �- I- ELEV. Elevation 37. Submit samples of quarry floor the with cove base and 55. The walk-in refrig./frzr. units must conform w/applicable EMER. Emergency S. South 10. UNLESS NOTED OTHERWISE, ALL SIGN OUTLETS INDICATED ON 13. Food service ass through windows shall not exceed 432 P rY NSF Intn'I, standards and be completely flashed to the bldg.'s P3.0 PLUMBING WASTE AND VENT PLAN ENCL. Enclosure P 9 ceiling panel for evaluation and approval prior to installation. S.C. Seating Contractor/Solid Core ELECTRICAL DRAWINGS SHALL BE LOCATED IN ATTIC SPACE. square inches. walls and ceiling. The areas above walk-in units may not be P3.1 SLAB PENETRATION PLAN E.P. Electrical Panelboard S.C.D. Seat Cover Dispenser used for storage. DRAWING TITLE EQ. Equal SCHED. Schedule 11. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH 14. Food service pass through windows exceeding 216 square 38. Floor surfaces in all areas in which food is prepared, P4.0 PLUMBING WATER PLAN AND RISER DIAGRAM EQPT. Equipment S.D. Soap Dispenser AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., inches must be provided with an air screen of minimum 600 packaged, or stored, where any utensil is washed, where 56. Provide a min. two inch clear between end wall and the EXST. Existing SECT. Section SAME SHALL BE SPRAY PAINTED TO MATCH THE ADJACENT SURFACE. fpm velocity. refuse or garbage is stored, Where janitorial facilities are (3) compartment sink, or integral end return. The end return P5.0 PLUMBING GAS PLAN AND RISER DIAGRAM EXPO. Exposed SH. Shelf located, in all toilet and hand washing areas and in employee must extend u the wall at least eight inches and be sealed - 12. SUBCONTRACTORS SHALL, IN THE WORK OF THEIR TRADES, PERFORM 15. A minimum o 20 foot candles (215 lux) of light change and storage areas shall be of an approved type that to the wall. P g MIA GENERAL MECHANICAL NOTES-SCHEDULES EXP. p Expansion SHR. Shower measured 30' off floor shall be provided in all- food preparation, continues u the wall four 4 inches, in a seamless manner, EXT. Exterior ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND P P P p O , SHT. Sheet THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY manufacturing packaging and processing areas and where forming a 3/8 inch min. radius cove as an integral unit. 57. Hand wash cleanser and single-use san. towels must be provided M2.0 MECHANICAL FLOOR PLAN SIM. Similar DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF utensils are cleaned . in permanently installed disp. at all hand wash facilities. Hot air F.A. Fire Alarm S.N.D. SanitaryNapkin Dispenser M3.0 MECHANICAL ROOF PLAN F.B. Flat Bed THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION 39. Wall surfaces in the food preparation and related areas must blowers may e provided in lieu of the hand towel dispenser. S.N.R. Sanitary Napkin Receptacle OF THE OWNER. 16. A n1in. Of 10 foot candles (10$ lux) of light measured bed wall, coated with a light color semi-gloss enamel; or (see plans) M4.0 MECHANICAL HOOD DETAILS F.D. Floor Drain SPEC. Specification 30 off floor shall be provided in all food and utensil rY 9 9 EDN. Foundation p storage rooms, refri orated storage, toilet and dressing ro rns' CC the equivalent. note: light colored is defined as having a light M5.0 MECHANICAL NOTES SQ. square 13. PROVIDE SOLID BLOCKING BEHIND ALL SIGNS, TOILET ROOM g g g g reflectance value of 70% or greater) see lans 58. Provide a chemical storage shelf and mo rack at janitor area. W F.E. Fire Extinguisher alcoholic beverage preparation and utensil cleaning areas back g ( plans) g p 1 M6.0 MECHANICAL NOTES 5.5T.or S.S. Stainless Steel FIXTURES, KITCHEN EQUIPMENT FIXTURES, LIGHTING FIXTURES, bar area). F.E.C. Fire Extinguisher Cab. S.SK. Service Sink AND WHERE SHOWN ON PLANS. 40. The wall surfaces behind sinks equipped hand spray F.H.C. Fire Hose Cabinet w/ P Y 59. All conduit not concealed walls must be installed 6 M7.0 OREGON HVAC COMPLIANCE DOCUMENTS O STA. Station 17. All areas of food facilityare to be pprpvided with minimum units shall be covered w/fiberglass reinforced polyester (FRP) inches off the floor and 1/2 inch away from walls. FIN. Finish 14. ALL MATERIALS AND EQUIPMENT SPECIFIED ARE THE REQUIREMENTS 20 foot candles of lighmeasured SO' off floor during general stainless steel or the equivalent. The approved wall cover , STD. Standard FL. FloorOF THE OWNER AND ARE TO BE USED AS SPECIFIED. NO SUBSTITU- q E0.1 ELECTRICAL SITE PLAN U SIL. Steel cleanup activities. must extend up the wall at least four (4) feet from the back FLASH. Flashing STOR. Storage TIONS WILL BE PERMITTED. splash and cover the walls behind the sink and accompanying 9 � � E1.0 OREGON ENERGY LIGHTING COMPLIANCE _� FLOUR. Fluorescent STRL. Structural 18. Shatter shields for all lights above food preparation work drainboards. see plans F.O.C. Face of Concrete 15. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, E2.0 ELECTRIC PANELS1. SUSP. Suspended and storage areas shall be provided. F.O.F. Face of Finish ETC., ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND 41. The ceiling surfaces in all food related areas must be E3.0 ELECTRICAL ROUGH-IN PLAN SYM. Symmetrical FINISHED SAME AS ADJACENT MATERIALS. smooth, nonabsorbent, durable, washable and light in color. ATTENTION CONTRACTORS BID NOTES F.O.S. Face of Studs 19. The min. size sink compartment shall be 18%18%12" deep, 9 F.P.C. Fire Protection Contractor TDD. Tread 16. SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING. with a minimum 18 digin board at each end. If against a 1. IN C.K.E.'S CONTINUED EFFORT TO PROVIDE THE MOST COST EFFICIENT E4.0 ELECTRICAL EQUIPMENT, SCHEDULES, NOTES, F.P.M. Feet Per Minute wall, it must have an 8 integral backsplash and it must be 42. NSF International standards are used as a guide in the PROJECT, THIS SET OF PLANS & SPECS WILL BE DIFFERENT FROM PREVIOUSLY & DETAILS T.B. Towel Bar capable of accommodating the largest utensils to be washed. evaluation of food service related equipment and its installation. F.S. Full Size T.C. Top of Curb 17. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN_ P 9 9BID PROJECTS. THESE PLANS & SPECS REFLECT OUR CURRENT STANDARDS & FT. Foot or Feet TEL Telephone Sc METHODS OF CONSTRUCTION AS WELL AS SITE SPECIFIC ITEMS_ IT IS THE E5.0 ELECTRICAL LIGHTING PLAN r p 18. GLASS AND GLAZING SHALL CONFORM TO CHAPTER 24 C.B.C. 20. Each handwashing sink must have a wall mounted single 43. All new and used food service e ui ment is sub ect to final i FTG. Footing TER. Terrazzo service towel and soapdispenser. equipment J G.C.'s RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS, E6.0 ELECTRICAL ROOF PLAN FURN. Furnished P approval by this agency, as determined at the time of & THAT THEIR BID BE BASED SOLELY ON THE CONTENTS WITHIN THESE C\I REVISIONS T&G Tongue and Groove 19. GENERAL CONTRACTOR TO INSTALL ROOM CAPACITY SIGN SUPPLIED the field inspections. BID DOCUMENTS. E7.0 ELECTRICAL SCHEDULE, SYMBOL LIST CV FURR. Furring THK. Thick BY THE OWNER AND SHALL BE TO THE SATISFACTION OF THE 21. Toilet room, anteroom and dressing room doors must be Q FUT. Future T.P. Top of Pavement BUILDING AND FIRE DEPARTMENT. self-closing, tight-fitting. 44. All equipment, includingshelving, must be supported by & DIAGRAM z GA. Gauge T.P.R. Toilet Paper Dispenser �' PP 2. REFER TO ENVIRONMENTAL HEALTH NOTES ON THIS SHEET FOR THE REQUIRED GALV. Galvanized 20. FINISHES AND MATERIALS OMITTED OR UNCLEAR SHALL BE 22. Provide a minimum of 12 air changes per hour ventilation six ( ) Inch high, easily cleanable legs, Commercial castors ITEMS REGARDING EACH RELATED TRADES. T.V. Television or completely sealed in position on a four (4) inch high K1.0 EQUIPMENT PLAN ,...% 0 G.B. Grab Bar VERIFIED WITH OWNER PRIOR TO SUBMISSION OF BIDS. to all toilet and dressing rooms. T.W. Top of Wall continuous concrete curb w/coved base to facilitate ease 3. BIDDER'S ARE REQUIRED TO VISIT SITE & VERIFY CONDITIONS PRIOR K2.0 REFRIGERATION PLAN, SCHEDULES & DETAILS G.I. Galvanized Iron THP. Typical 23. Locate floor sinks so that they are easily accessible for of cleaning. TO SUBMITTING BIDS. GL. Glass 21. ALL MATERIALS SHALL BE NEW AND QUALITY ACCEPTABLE TO THE cleaning and servicing. K3.0 FIRE PROTECTION PLAN & DETAILS cc G.C. General Contractor ARCHITECT AND OWNER. ALL MATERIALS SHALL MEET A.S.T.M. 45. All curb mounted equipment and cabinetrymust be sealed 0 UNE. Unfinished 4. SUBCONTRACTORS WORK MAY INCLUDE WORK IN CONJUNCTION WITH OTHER K4.0 EQUIPMENT DETAILS W STANDARDS AND ALL APPLICABLE ORDINANCES. CONDEMNED r CND. Ground U.O.N. Unless Otherwise Noted 24. Floor sinks located under equipment must be 50% exposed to the curb in an approved manner. Silicone sealant is TRADES. IT SHALL BE THE G.C.'s RESPONSIBILITY TO MAKE SURE THAT GR. Grade UR. Urinal MATERIALS SHALL BE PROMPTLY REMOVED AND ANY DAMAGE CAUSED if no access is provided for cleaning. approved for use on joints or gaps less than 1/8 inch wide. THE SUBCONTRACTORS ARE FAMILIAR WITH ALL DWG.'S & SPECS. FOR K5.0 EQUIPMENT DETAILS > 0 GYP. Gypsum BY SUCH REMOVAL WILL BE MADE GOOD AT NO COST TO THE OWNER. If points or gaps are over 1/8 inch wide connector strips or THIS PROJECT & SHALL BE REFLECTED IN THE G.C.'s BID. 25. Soft drink, ice or other dispensers must be push button type, flashing used in conjunction w/sealant will be required. K6.0 EQUIPMENT DETAILS W VERT. Vertical 22. DRAPERIES, HANGINGS, CURTAINS AND ALL DECORATIVE MATERIAL or lever type where the lever contacts the container at Q H.B. Hose Bib VEST. Vestibule SHALL MEET CLASS III FIREPROOF SPECIFICATIONS. least one inch below the rim. 5. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE THE OWNER K7,0 SEATING PLAN & DETAILS H.C. Hollow Core PRIOR TO SUBMISSION OF BIDS. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY H/C Handicap W. West 23. ALL PUBLIC EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT FOR ANY CONFLICTS NOT IDENTIFIED PRIOR TO BID. 1 H.D. Heavy Duty W/ With THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SN1.0 SIGN PROGRAM STAMP HDWD. Hardwood W.C. Water Closet V HDWE. Hardware WD. Wood 24. GENERAL CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS To IDENTIFY ANY CONFLICTS AMONG THE WORKS OF VARIOUS TRADES AND GENERAL INFORMATION UTILITY INFORMATION VICINITY MAP N.T.S. PROJECT DIRECTORY ~ H.M. Hollow Metal W/o Without NOTIFY ARCHITECT/ENGINEER. ANY IDENTIFIED CONFLICTS AND THEIR HORIZ. Horizontal WP. Waterproof RESOLUTIONS SHALL BE REVIEWED AND APPROVED BY THE OWNER. O �� HR. Hour WSCT. Wainscot '�. 13474 HGT. Height WT. Weight A.) PROJECT INFORMATION GOVERNING AGENCY Appr+oved..y 4 i 25. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH CURRENT O.S.H.A. Conditional) Approved. NEI :E CITY OF TIGARD OWNER pPr4 Y �� REQUIREMENTS. 11433 SW PACIFIC HIGHWAY 503-639-4171 or W - ----.. 26. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED WCTM1S136AD TAX LOT 06000 7263G INC. SoOLCttet>bD:Follow..............�.,,[ � SYMBOLS7263 LYNWOOD CT. A ti' y TIGARD, OREGON ��'' gg, U AT APPROX. 36" A.F.F. LATCHING AND LOCKING DOORS THAT ARE IN . , WILSONVILLE, OR g�Q70 f �' THE PATH OF TRAVEL SHALL BE OPERATED WITH SINGLE EFFORT BY "` " «,r� ,, F.,imiiq;, 4- LWmHTN << ' .� -mss ``�� 1e Q (503) 682 8474 z iv BUILDING SECTION LEVER TYPE HARDWARE, PANIC BARS, OR PUSH-PULL (SEE SPECS), ELECTRIC COMPANY GAS COMPANY Ad. r „ ►�` ; SF 7////// MASONRY BLOCK ® DESIGNED TO PROVIDE PASSAGE WITHOUT THE ABILITY TO GRASP THE PGE NW NATURAL �' & ARCHITECT $ lit+i �� SHEET N0. OPENING HARDWARE. LOCKED DOORS WILL EXIT IN THE DIRECTION OF N/A '� e' r O BRIAN MOORELEEKA ARCHITECTURE AND PLANNING - TRAVEL. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 503-570-4406 503-226-4211 w I; f CONCRETE D DETAIL NO. 1402 SE CORA ST. " '.l VW SHEET NO. 27. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR B.) SUMMARY OF THE WORK S TE LOCATION PORTLAND oR s72vzinal inspection approval is EXTERIOR DOORS AND 5LBS FOR INTERIOR DOORS. SUCH PUSH AND THIS PROJECT CONSISTS OF THE FOLLOWING: (503)644-4222 p pp W DATE: 5-11 2011 PULL EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS. TELEPHONE COMPANY GEOTECHNICAL ENGINEER `s' '� required prior to occupancy. (J) VERIZON STRUCTURAL BLDG. - - - - PROPERTY LINE 12 DOOR NUMBER - 2786 SF GROSS SQUARE FEET GEOCON = I MILLER CONSULTING ENGINEERING < SUBMITTAL 0 28. THE HIGHEST OPERABLE PART OF THE PUBLIC TELEPHONE, IF OCCURS, JOE MENDEZ WESLEY SPANG ,ix: � ; ';+4 DATE: SHALL BE 48" A.F.F. MAXIMUM. TELEPHONE SHALL BF EQUIPPED WITH 503-644-9848 ' i' 7 9570 5W BARBUR BLVD. SUITE 100 CCI MECHANICAL, ELECTRICAL & PLUMBING WORK AS SHOWN PER THE ATTACHED DOCUMENTS (503) 626-9889 2 LIMITS OF A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE PORTLAND OR - - - - O WINDOW NUMBER RECEIVER CAP AND SHALL BE EQUIPPED WITH A VOLUME CONTROL 4 i. ro a 503 24 CONSTRUCTION CAPABLE OF PRODUCING A MINIMUM OF 12 dba AND A MAX. OF 18 dba - SITE WORK AS SHOWN PER THE ATTACHED DOCUMENTS „ ( ) 6-1250 . .5 Approved plans �_ CD I I STUD WALL - 2"x4" NAME ROOM NAME ABOVE NORMAL. WATER COMPANY ISL TUALATIN VALLEY WATER ffi t s•. � � G=y shall be on Oi site. - SITE AREA: 32,424 SF ZONE: C-G E4 ' KITTREDGE ENGINEERS S U) BID DATE: © 1 6 0.C. - U.N.O. I XXXX I ROOM NUMBER 29. INDUSTRY STANDARDS SHALL BE USED WHERE INSTALLATION OF N/A 6975 5W SAN URG STREET, SUITE 310 MATERIALS IS NEITHER DETAILED ON PLANS OR CALLED OUT IN SPECS. 503-642-1511 DB TR T, STRUCTURAL OR DETAIL N0./ ELEV. - LEGAL JURISDICTION: Tigard, Oregon F ` PORTLAND, OR 97223 � CKE No.: APPROVED-PLANS PQ 7/A-3 SHEET NO. 30. DEFERRED SUBMITTALS: MECHANICAL/PLUMBING INC UN-ATTAc>rr ATION BOOK z ARCH. NO.: 1075 FRAMED WOOD MEMBER .5C11 a. SPRINKLERS CABLE COMPANY > -r x y: THOMAS J. GERARD & ASSOCIATE b. FIRE ALARM C.) BUILDING CODE STNDARDS COMCAST - 2801 NORTH MONROE .�,[S CTURALCALCS SCALE: AS SHOWN ✓ FINISH WOODc. FIRE SUPPRESSION SYSTEM RFs SPOKANE WA 99205 EOTECH REPORT O 12 COLOR/FINISH N0. MisCDOCUM>ENT� V MEMBER d. TRUSSES ED EULER M 2008 OREGON ELECTRIC SPECIALTY CODE s �, ;�<,,::• um.. SHEET e. AWNINGS 2010 OREGON ENERGY EFFICIENCY SPECIALLY CODE 503-605-6096 ELECTRICAL z x X- (K) EQUIPMENT 2010 OREGON MECHANICAL SPECIALTY CODE 9 r� ` BRADFORD CONSULTING ENGINEERS V _i 2008 OREGON PLUMBING SPECIALTY CODE 0-- t, 7080 SW FIR LOOP SUITE 110 Y L 2010 OREGON STRUCTURAL SPECIALTY CODE z° PORTLAND OR 97223 T 1 ■ 0 ALIGN i OFFICE COPY 6 NORM IONMEMMI C_ y as N ,o 6 E C i c at-I E C o a iow c L C u� m w ` X61 Ii: L u) L O. a E N 0 N . 0 U)W o EXIT w 0 °°3 DISCHARGE W w n F ` Nce U : a r_ _ _ _ _1 CLIENT 0 - � - 1 I _g_ r I rt-- - I I r —1 a, 1_g_ Q1L _ EXIT 1 Li O ifs I r - - - - ® - F.E. 10 01181 N J U 0 NrJ r I ZXZC? ..L.L 07L I 00 CO WI o O . JCD CO j0 I 1 0_, 1 I LITII 0 P 1 IPROJECT .-II = c�1 >- 1 EXIT o Q PATH0 CW N S ® z 0II 2 w Ce Vi Ce z '� Z H1 III o 5 o I I I ® \ EXITPATH EXIT ■"'f � EXIT �"'� W !— 0- 11\ PATH PATH L.) ✓ L ,_..,_, T a 30 1 - . rr�ii �� ® ce Y = N •Q I F.E. J M ix F.E. c' N � Q 1- L _ _ EXIT 0 ce ,_ 1-- j gl PATH I J r I I1 1 0 EXIT II IDRAWING TITLE EXIT I I DISCHARGE i II EXIT0 EXIT PATH PATH 11-1 I L - - -1 II , U Z EXIT __ L z �_ Q 1111 PATH II I Q I1 ,,_ j W f(:1 I EXIT 1 I V Q I PATH Jo 1 I aMil I] � z CI _ EXIT F.E. "'�; -4-1 DISCHARGE 1 EXIT1 I 11 \ IL - -J 1- ,, F.E. 1 ('Si REVISIONS 1 La A 1 IT 1 Ai _ J a 0 CO cc A 111 I j 1 W L _I › r -L 11w 111 CL STAMP ASSEMBLY KITCHEN L, J AS O 01) (COMMERCIAL) ASSEMBLY (74 FIXED 0 �� # �r .- 1 � SEATS) � ~ NEL 3474E 1 ,130 sqft. AREA 71 sqft. AREA 785 sqft. YAL OCCUPANT LOAD = 6 TOTAL OCCUPANT LOAD = 5 TOTAL OCCUPANT LOAD = 74 TOTAL w �" 'Pi - ,p P 0 R AND, f RECON 0 e z �4 OF 'A' 0 0 [LI DATE: 4-20-2011 BLDG. GENEQ SUBMITTAL o RAL DIAGRAM NOTES 0° DATE: /1 z 1) REFER TO FIRE PROTECTION PLAN & DETAILS (SHEET K-3) FOR ADDITIONAL INFORMATION. / 0 BID DATE: 2) REFER TO ELECTRICAL DRAWINGS (SHEET E-5) FOR EXIT SIGNAGE. CE 3) REFER TO ELECTRICAL DRAWINGS (SHEET E-5) FOR EMERGENCY EGRESS LIGHTING. UJ CKE NO.: 4) ® REFER TO DOOR SCHEDULE (SHEET A-13) FOR DOOR/HARDWARE INFORMATION. Z ARCH. NO.: 1075 O SCALE: AS SHOWN Ili M0 SHEET a Z W 12 . 0 OCCUPANT LOAD & EXITING DIAGRAM CARL 'S JR - 1 1 4 3 3 sw pAcipic HIGHWAyC E C g �NBU U U E C Q O 13 LU N'] N (INCLUDES SW PACIFIC HYVY FRONTAGE IMPROVEMENTS) C ��iffi 3 2 0 v C H L c I L N Q VI i 1 CITY OF OREGON < g a o r o� 65 •. . . - / ' i. 1____ ii / 1 *' LT.,-- 0 \ LOCAT.�I�D INSE'CTION36AD N .1. ' ' (-.- ‘ : L---] W, .0:•!:!:iii.•71::.:::.:.::;4::.:96. ——-- '\' c( ) ! Og. TOWNSHIP I SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIANpyi W ..,, ,,,,,,,„ .::•:•:.: 4.....„, �'� . : t CLIENT Q o �� J I"----- -------_______, \ i 040 Aii. .............,.....star$4: sart: 1 , ...„..............,--.--occlon ado SITE ;gl , f I� ` , .,...,,... . . . ..... DEVELOPMENT TEAM 0-, k! :•' I -. „ x . ,,,,,,.!.:.x.:•:.:.:.:•:•:.:•: \ C--- - .- 1 0 ' DEVELOPER ARS!-�ITECT �, �-- " 4 t••.. I La I I I / w d- • • �` t 1 KWKG INC LEEKA ARCHITECTURE & PLANNING ,.- � O .__J 00 ` :• !' i 11 BE t / I P,O. BOX 1012 1402 SE CORA STREET V.." U 6,`.:- ONLY `` ' ' WILSONVILLE, OR 97070 PORTLAND, OR 97202 t ,i z Z ONO e* ---1 ,\ X ATTN: DAN GJURGEVICH ATTN: NEIL LEE 0 ., O ` 92® I'• PH: (503) 682-8474 PH: (503) 644-4222 4:84, U (n 1 A •,til Vi I!I I I l I I I I I I ��\ 1 FX: (503) 682-7035 FX: (503) 208-2246 / 0 ___I 0 t--' - I \� 'ir'® CIVIL ENGINEERSURVEYORmisinimi i \ PROJECT i/ 44. Eli ' _ \ KITTREDGE ENGINEERS, LLC FRONTIER LAND SURVEYING r ` ` � 1 6975 SW SANDBURG STREET, SUITE 310 2207B PORTLAND ROAD o < I PORTLAND, OREGON 97223 NEWBERG, OR 97132 N = �� 1 -1\ ATTN: CHRIS KITTREDGE, P.E. ATTN: DARREN HARR, PLS VICINITY MAP = Z 1 f''f litti-•• PH: (503) 620-7209 FX: (503) 620-4065 PH: (503) 538-4633 FX: (503) 538-4633 NOT TO SCALE d11, Eliy �`'IY V - ‘14‘ cd Z - Z i :a \.‘ 000 /r . i' ��. 1 W V 0- W 'r/ 1 y1 -1j ta* Z 0 0 . 1 I N ..• - - ' ---'- 99 SITE INFORMATION � Mo Nw I,►► DRAWING INDEX * 5-1 4iQ4 W P N,Cv� TAX MAP INFORMATION t c \-\\G ‘14‘ C10 . COVER SHEET 5 C102. CONSTRUCTION NOTES AND STREET SECTIONS TAX MAP AND TAX LOT: 1S1 36AD - TAX LOT 6000 SITE ADDRESS: 11433 SW PACIFIC HIGHWAY - TIGARD, OR C103. EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING TITLE LOCATION MAP C104. 11433 SW PACIFIC HIGHWAY DEDICATION PLAN NOT TO SCALE TOTAL AREA (ON-SITE) = 0.60 AC. (AFTER ROW DEDICATION) C105. SITE PLAN 11- C106. ON-SITE GRADING PLAN W LEGENDN C107. 11433 SW PACIFIC HWY PLAN & PROFILE Z0108. SITE STORM PLAN 0 EXTG CONIFEROUS TREE C109. SITE SANITARY & WATER PLAN EXTG FIRE HYDRANT C110. ODOT FRONTAGE DETAILS W EXTG WATER METER C111. ON-SITE CONSTRUCTION DETAILS 0 EXTG WATER VALVE r4 C112. ON-SITE CONSTRUCTION DETAILS V EXTG SANITARY SEWER CLEAN OUT osc C113. ON-SITE CONSTRUCTION DETAILS EXTG SANITARY SEWER MANHOLE 0 LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) C114. CONTECH STORMFILTER DETAILS EXTG SIGN - L-1 PLANTING PLAN EXTG MAILBOX r.ia L-2 IRRIGATION PLAN REVISIONS EXTG STORM SEWER CATCH BASIN ® THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571 F O'F Yo n IN LOCATION AND PROTECTION OF UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU s'4. GO EXTG GAS METER IN TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ~z [V n EXTG GAS VALVE AARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN c� �� (y COPIES OF THE RULES BY CALLING THE CENTER. 1 S E N C H MAR K Z EXTG GUY WIRE ANCHOR EXTG UTILITY POLE `o ',20� • 0 A EXTG ELECTRIC METER EM ENGINEER'S NOTE TO CONTRACTOR: 332- 1. FIELD WORK WAS COMPLETED DURING MARCH 2010. (7) EXTG GROUNDING POST Oa' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 2. BEARINGS ARE BASED ON WASHINGTON COUNTY W EXTG BOLLARD 0 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SURVEY NO. 14,966. > SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EXTG FOUND PROPERTY CORNER MONUMENT • MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR W STAMP 5�;.,Z,p�1 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS 3. ELEVATIONS ARE BASED ON CITY OF PORTLAND CL OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. '561)13R421? RIGHT-OF-WAY UNE - - - - BENCHMARK NO. 3671 . THE BENCHMARK IS A BRASS \ I £R ,, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY DISK LOCATED IN THE CURB RETURN AT THE _�_' 53,750 PROPERTY LINE --- ------- FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, NORTHEAST CORNER OF SW PACIFIC HIGHWAY AND SW INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY / �j_� EXTG CURB AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 65TH AVENUE. THE BENCHMARK ELEVATION 0 _ • _ - DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL EXTG EDGE OF PAVEMENT LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONVERTED TO THE NGVD 1929 DATUM IS 403.53 . [Y15%,,o f 2! ti o cz ENGINEER.EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 0_ /s P. K ti�4) EXTG FENCE LINE —0 C 0— 4. THE BOUNDARY AND EASEMENT(S) ARE BASED ON W /30 EXTG POWER LINE —P WR —PWR— CDISCREPANCIES TO ETRACTOR LLRIFY ENGIN ER PRORALLONS TO THE COMMENANDICEMENT ONS OF WORKAND SHALL �EPORT ALL CHICAGO TITLE INSURANCE COMPANY PRELIMINARY RENEWAL06 r1 TITLE REPORT NO. 472510477206TO-CTOR DATED C.} mummos EXTG OVERHEAD WIRE OH W OH W— JANUARY 22, 2010. Z DATE: 5-06-2011 EXTG GAS LINE GAS GAS----- BLDG. EXTG STORM SEWER LINE —STM —STM-- THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN FOR CENTERLINE OF PACIFIC HIGHWAY, O SUBMITTAL THAT NO UTILITY INFRASTRUCTURE IS DESIGNED CALCULATED POSITION OF CENTERLINE MONS W DATE: EXTG SANITARY SEWER LINE —SS SS TO BE WITHIN ONE FOOT OF A SURVEY MONUMENT SHOWN IN EXHIBITS G & H ON SN 27958 FROM (n EXTG WATER LINE WAT- —WAT— LOCATION SHOWN ON A SUBDIVISION OR PARTITION OFFSET MONS. CREATED ALIGNMENT FROM [( Q PLAT. NO DESIGN MODIFICATION NOR FINAL FIELD ODOT ROW MAPS 5B-24-2 AND 3B-22-3. CO BID DATE: PROPOSED CURB LOCATION CHANGE SHALL BE PERMITTED IF IT HELD DISTANCE FROM MON IN EXHBIT H TO PSC AT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM AT STATION 200+70 PER SN 6789 AND CKE NO.: PROPOSED LYNCH STYLE CB ❑® WOULD CAUSE ANY UTILITY INFRASTRUCTURES TO ROTATED TO MATCH. HELD MONUMENT IN KITTRE E EERS, LLC PROPOSED STORE! UNE BE PLACED WITHIN THE PROHIBITED AREA. EXHIBIT G FOR ALIGNMENT. A 40.00 OFFSET ARCH. NO.: 1075 PROPOSED STORM MANHOLE OD AGREES VERY CLOSELY WITH PREVIOUSLY CC W SCALE: a CALCULATED RIGHT-OF-WAY. PORTLAND, OR 97223 PROPOSED 1" WATERLINE 1„ WA 6975 W SANDBURG ST., SUITE 310 SHEET Z PROPOSED 6" SANITARY 6" SC TEL: (503) 620-7209 0 C / OI E; FAX: (503) 620-4065 0 . - 1 CNIN1 CONSTRUCTION NOTES •C . a c E N� N E C CES CO 2 4o 8.g 0. > co c`! U S GENERAL NOTES; EXCAVATIQN & GRADING NOTES; SANITARY NOTES; ENGINEER'S NOTE TO THE CONTRACTOR; ri WEER SUPPLY; v 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE 1. NOTIFY ENGINEER TWO BUSINESS DAYS BEFORE 1. ALL SANITARY SEWER SERVICE LATERALS TO BE 4" PVC 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY 1. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES d1 m REQUIREMENTS OF THE CITY OF TIGARD AND ODOT COMMENCING WORK. PIPE CONFORMING TO ASTM SPECIFICATION 03034 WITH TVWD SPECIFICATIONS, THE OREGON STATE HEALTH OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED PO= s u STANDARDS AND CWS R&O 07-20. (SDR-35), UNLESS NOTED OTHERWISE. DIVISION ADMINISTRATIVE RULES CHAPTER 333, CURRENT BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF t 4" c'n 2. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), AWWA AND APWA STANDARDS, IN THAT ORDER. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES w c 2. THE CONTRACTOR SHALL VERIFY ALL REQUIRED PERMITS SHRUBS, RUBBISH, AND MAN MADE STRUCTURES INCLUDING 2. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTORc AND LICENSES HAVE BEEN ISSUED BEFORE STARTING BUT NOT LIMITED TO CONCRETE SLABS, WALLS, VAULTS, PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. 2. ALL WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY u o CONSTRUCTION. FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, FINISHED RIM ELEVATIONS SHALL MATCH FINISHED INCHES TO THE FINISH GRADE. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON Q '" SHEDS OR OTHER FREE STANDING BUILDINGS PAVEMENT OR LANDSCAPE GRADES. THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES a o 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, < E 0 ONLY; ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. THE BUILDING FOUNDATIONS, FENCES, RAILING, MACHINERY, ETC. 3. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL PIPE INTERIORS, FITTINGS AND VALVES AGAINST CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON >1), z CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE CONFORM TO UNIFORM PLUMBING CODE AND CWS CONTAMINATION. THESE DRAWINGS. o TO CONSTRUCTION AND SHALL ARRANGE FOR THE SHALL BE DISPOSED OF OFF-SITE. IT SHALL BE THE STANDARDS. `" W RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER 4. MAIN UNE VALVES THAT WILL NOT BE DISINFECTED BY 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE a°. , CONSTRUCTION. OF STRUCTURES TO BE REMOVED. 4. A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, AND 1.5 CHLORINE IN LINE FOR 24 HOURS SHALL HAVE THE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE c U p FEET VERTICAL SEPARATION IS REQUIRED BETWEEN INTERIORS SWABBED WITH A 5% HYPOCHLORITE SOLUTION CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 4. THE ENGINEER HAS BEEN RETAINED TO PROVIDE DESIGN 3. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN WATERLINES AND SANITARY LINES. CONSTRUCTION MUST BEFORE THEY ARE INSTALLED. THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND c o AND CONSTRUCTION REVIEW SERVICES RELATING TO THE MEET DEQ, STATE WATER RESOURCES BOARD PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND J■V a CONTRACT. TILE AND PIPES) NOT DESIGNED TO REMAIN ON-SITE REQUIREMENTS AND OREGON DEPARTMENT OF HUMAN 5. CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED AT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT SHALL BE REMOVED AND THE RESULTING EXCAVATIONS L 1i SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR SERVICES (OREGON HEALTH DIVISION) FOR TEES, BENDS, BLOW-OFFS AND WHERE INDICATED ON THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CUENT 0 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, CITY OF TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO SEPARATION. PLANS STRADDLE BLOCKS TO BE INSTALLED ON DEAD END THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND N TIGARD, ODOT, AND CWS 503-681-4444 (CLEAN WATER INCLUDE STUMPS AND ROOT BALLS OF TREES TO BE LINES. HYDRANTS SHALL HAVE MEGA-LUG RETAINER GLAND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CD SERVICES) 24 HOURS BEFORE STARTING CONSTRUCTION OR REMOVED FROM THE SITE. 5. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS THRUST BLOCKS AT MAIN LINE. THE BLOCK MINIMUM PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR N RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL ARE TO BE IN ACCORDANCE WITH THE CITY OF TIGARD BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE C) RESUMPTION OR WORK FOLLOWING SUNDAYS OR HOLIDAYS. 4. ALL UNSUITABLE MATERIAL (SOIL, DEBRIS, VEGETATIONS) AND C.W.S. REQUIREMENTS. ON THE DETAIL SHEET THRUST BLOCKS SHALL BE ALLOWED OWNER OR THE ENGINEER. REMOVED DURING THE CLEARING AND GRUBBING TO CURE 14 DAYS BEFORE PIPELINE PRESSURE TESTING. CC 6. THE CONTRACTOR SHALL ASSIST THE ENGINEER IN OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR 6. ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS, 0 .4- PREPARING DISPOSED OF OFF-SITE INA SUITABLE LOCATION 6. THRUST AT FIRE HYDRANTS SHALL BE RESTRAINED USING LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND N PREPARING AS CONSTRUCTED DRAWINGS AND SHALL KEEPBE KEPT OUT OF THE ANGLE OF REPOSE FOR THE Q W APPROVED PLAN SET. A DETAILED PLAN SHOWING ALL CHANGES TO THE APPROVED BY THE ENGINEER AND CITY OF TIGARD. BUILDING FOOTING. MJ RESTRAINED MEGALUG GLANDS AS MANUFACTURED BY SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER EBBA IRON WORKS. PRIOR TO THE COMMENCEMENT OF WORK. r J Oa 5. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 7. NO DRAINAGE PIPING OR PART THEREOF WHICH IS 7. THE PIPELINE SHALL BE TESTED AT 150 PSI AND HELD AT 0 I 7. A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF 757.541 TO 757.571 INCLUDING NOTIFICATION OF ALL CONSTRUCTED OF MATERIALS OTHER THAN THOSEZ SG N EXISTING BUILDINGS AND SHALL BE OBTAINED BY THE OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL THAT PRESSURE FOR 2 HOURS. THE TEST IS TO BE - O Z CO CONTRACTOR. BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING WITNESSED BY TVWD INSPECTOR AND THE ENGINEER. PROJECT RECORD DRAWINGS; « m 0 to - - DAYS BEFORE COMMENCING EXCAVATION. OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE 0 (. ) I 8. ALL UNDERGROUND UTILITIES SHALL BE PLACED, TESTED, FOOT BELOW THE SURFACE OF THE GROUND. THIS 8. THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND 1. CONTRACTOR TO KEEP AN ACCURATE AND CURRENT SET Y 0 J n ' AND ACCEPTED BY CWS AND TVWD PRIOR TO PAVING. 6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, FLUSHED IN ACCORDANCE WITH TVWD AND AWWA OF REDLINED AS-BUILT DRAWINGS ON-SITE FOR THE C) PROTECTED AT ALL TIMES. WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED SPECIFICATIONS. DURATION OF THE PROJECT. REDLINED AS-BUILT DRAWINGS Y Ci: § LI') 9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE PORTE-COACHERES, ROOFED PATIOS, CARPORTS, SHALL ACCURATELY RECORD ALL CHANGES MADE DURING _ SITE TRAFFIC CONTROL PLAN AND SUBMITTING TO THE CITY APPURTENANCES. LATERALS SHALL BE INSTALLED AT 9• PRIOR TO ENERGIZING THE WATER SYSTEM, A WATER CONSTRUCTION INCLUDING BUT NOT LIMITED TO , ' �1 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SAMPLE SHALL BE TAKEN BY TVWD, SUBMITTED TO AN PROJECT OF TIGARD AND ODOT FOR REVIEW. TRAFFIC CONTROL ALONG THE EXISTING ROADS AS MINIMUM 1 PERCENT SLOPE UNLESS NOTED ON PLANS. ELEVATIONS, SLOPES LENGTHS AND HORIZONTAL LOCATION. REQUIRED BY CITY OF TIGARD AND ODOT. ACCREDITED TESTING LAB AND RETURNED TO TVWD REDLINED AS-BUILT DRAWINGS WILL ALSO SHOW SIZE AND 8. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE INDICATING NO HAZARD EXISTS. LOCATION OF PRIVATE FRANCHISE UTILITIES, LANDSCAPE PLANS AND SHALL BE TESTED IN ACCORDANCE WITH PIPING AND SLEEVING AND SITE LIGHTING ELECTRICAL "' _ 8. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, IF 10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36 INCHES ci Z 0ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR IS TO CLEAN WATER SERVICES (C.W.S.) STANDARD COVER OVER WATER MAINS. RUNS. z p INFORM THE ENGINEER IMMEDIATELY. SPECIFICATIONS R&O 7-20, CITY OF TIGARD STANDARDS, = Cl)i AND THE UNIFORM PLUMBING CODE. LATERALS TO BE PVC 2. REDLINED AS-BUILT DRAWINGS WILL IDENTIFY AND Lai 0 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND 3034 AND GREEN IN COLOR UNLESS DIRECTED OTHERWISE 11. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE DESCRIBE UNEXPECTED VARIATIONS OF SUBSURFACE > Z LICENSES BEFORE STARTING CONSTRUCTION. BY CWS. KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING CONDITIONS AND LOCATIONS OF ANY UTILITIES Z '- FOOTING. ENCOUNTERED. W U � w 10. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE 9. PIPES SHALL BE TESTED IN ACCORDANCE WITH THE CITY / 12. TUALATIN VALLEY WATER DISTRICT SHALL BE NOTIFIED AT z p LEAST 48 HOURS PRIOR TO ANY PUBLIC WATERLINE SET AT ALL TIMES. FLUSHED PRIOR TO VIDEO INSPECTION. REPRESENTATIVE WITH REDLINED COPY OF PLANS SHOWING to • EXTG. PROPOSED CONSTRUCTION. CONSTRUCTED AS-BUILT ELEVATIONS, LOCATIONS AND m p SOUTH NORTH NORTH PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS TO BE 11. THE CONTRACTOR SHALL DETERMINE THE TYPE OF ROW 80' ROW 24' ROW SUBMITTED TO OWNERS REPRESENTATIVE ONE WEEK PRIOR ° t i `� - EQUIPMENT AND METHOD TO USE TO ACHIEVE REQUIRED STORM NOT . ' TO REQUESTING WALK THROUGH AND/OR ACCEPTANCE OF Q 12 ,_ tp m COMPACTION. THE CONTRACTOR SHALL ARRANGE FOR A ROADS; .rt SUBSTANTIAL COMPLETION. CA DEDICATION GEOTECHNICAL ENGINEER TO TEST AND CERTIFY SOIL 1. ALL STORM SEWER SERVICE LATERALS TO BE 4" PVC PIPE COMPACTION. THE CITY OF TIGARD, COOT, CWS AND THE CONFORMING TO ASTM SPECIFICATION D3034 {SDR-35}, 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE 4. AS-GUILTS REQUIRED FOR CWS AS THE RESULT OFA r 'L og 40' 10" 40' Al. ENGINEER SHALL RECEIVE COPIES OF ALL GEOTECHNICAL UNLESS NOTED OTHERWISE. REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM POST CONSTRUCTION SURVEY. DRAWING TITLE INSPECTION AND TEST REPORTS. FOUNDATION AND SHALL BE REPLACED WITH PIT RUN i,,,,,, 16' 16' 0 5, 2. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE w .,,a .10-.011 30. _, � 12. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% AND BACKFILL REQUIREMENTS OF THE CITY OF TIGARD FINISHED RIM ELEVATIONS SHALL MATCH FINISHED OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. AND CWS. BEDDING SHALL BE 3/4"-0" CRUSHED ROCK. PAVEMENT OR LANDSCAPE GRADES. PIPE TRENCHES ADJACENT TO FOOTING " ` ��,,, 13.5'.-0. mi-- 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN 13. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE CONDITIONS MAY REQUIRE THAT GEOTEXTILE FABRIC BE ALL TRENCHES DEEPER THAN THE FOOTING flF ANY BUILDING OR 10' CLEAN WELL GRADED 3/4"-0" CRUSHED ROCK 3. STORM SEWER CLEANOUT CONSTRUCTION SHALL CONFORM PLACED ON THE SUBGRADE. IN THIS EVENT THE �` Fita COMPACTED TO 95% AASHTO T-99. TO UNIFORM PLUMBING CODE AND CWS STANDARDS. CONTRACTOR IS TO CONSULT WITH THE ENGINEER AND STRUCTURE AND PARALLELING THE SAME MUST BE AT LEAST 45 Q VARIS 2%, 4. A MINIMUM OF 2 FEET HORIZONTAL SEPARATION IS WORK TO THE WRITTEN RECOMMENDATIONS OF THE DEGREES (0.79 RAD) THEREFROM, UNLESS PERMISSION IS C -_____.cVARIES 6q, ± 14. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE REQUIRED BETWEEN WATERLINES AND SANITARY AND ENGINEER. OTHERWISE GRANTED BY THE AUTHORITY HAVING JURISDICTION. `� .' - - \_. ' = BUILDING ENVELOPE SHALL BE COMPACTED IN ACCORDANCE Q Z WITH THE IBC. STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQ 3. THE CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY FOR THE WEIGHT OF A STRUCTURE IS NOT SIMPLY IMPOSED PROPOSED AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR R ITSl`` CONCRETE SIDEWALK SEPARATION. INSPECTIONS (1) WHEN THE SUBGRADE IS COMPLETE, (2) VERTICALLY, DIRECTLY BELOW THE BASE PAD OF FOOTING. .. (SITE FRONTAGE) 15. THE CONTRACTOR SHALL PROVIDE PROTECTION TO 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL WEIGHT LOADING RADIATES FROM THE BASE PAD THE PROPORTION �• ADJOINING PROPERTY FROM EXCAVATION AND FILL OF THE LOAD BEING VARIABLE FROM MAXIMUM IN THE VERTICAL �+ PROPOSED LANDSCAPE AREA 5. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS AND (3) 24 HOURS PRIOR TO FINAL PAVING FOR AN 0 U ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF. PLANE TO MINIMUM AT A POINT RADIATION 45 DEGREES FROM THE SEE LANDSCAPE PLANS FOR INFO. ARE TO BE IN ACCORDANCE WITH THE CITY OF TIGARD INSPECTION OF THE WORK, AND AT PROOF-ROLL FOR VERTICAL. LU EXIST. CURB EXIST. CURB TO REMAIN THIS MAYBE ACCOMPLISHED BY THE INSTALLATION OF AND C.W.S. REQUIREMENTS. CURB AND GUTTER AND FINAL PROOF-ROLL PRIOR TO C� APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY PAVING. BOUNDARIES AND BY KEEPING GRADING ACTIVITIES AT 6, ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL CONSEQUENTLY, PIPING INSTALLED WITHIN THIS 45-DEGREE ARC r - -- -i LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS BE KEPT OUT OF THE ANGLE OF REPOSE FOR THEWOULD CARRY SOME PORTION OF THE LOAD IMPOSED AT THE 4. THE ROADWAY MUST BE PROOF-ROLLED UNDER INSPECTION REVISIONS S W PACIFIC HIGHWAY SECTION REQUIRED BY THE IBC. BUILDING FOOTING. OF THE ENGINEER WHEN THE SUBGRADE IS COMPLETE FOOTING PAD. THIS COULD RESULT IN EVENTUAL PIPE FAILURE, AND WHEN THE TOP ROCK IS INSTALLED PRIOR TO BUILDING SETTLEMENT, OR BOTH. d' a NOT TO SCALE 7. NO DRAINAGE PIPING OR PART THEREOF WHICH ISPAVING. CONSTRUCTED OF MATERIALS OTHER THAN THOSE THE AUTHORITY HAVING JURISDICTION MAY GRANT PERMISSION TO CV APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED HAVE THE DITCH CLOSER THAN THE 45-DEGREE (0.79 RAD) CM BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING FROM A MIX FORMULA AS SPECIFIED BY O.S.H.D. ANGLE FROM THE BOTTOM OF THE BUILDING FOUNDATION, OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE SPECIFICATION SECTION 403.11 FOR CLASS "B", "C", OR PROVIDED THE SOIL IS EXTREMELY STABLE SUCH AS SANDSTONE. Z A FOOT BELOW THE SURFACE OF THE GROUND. THIS "0" ASPHALT, AS SPECIFIED. THE CONTRACTOR IS TO THE INSTALLATION OF REGULATIONS. SAND FILL OR MACHINE 0 INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, PROVIDE THE ENGINEER WITH CERTIFICATE OF COMPLIANCE V�COMPACTION UP TO THE ANGLE OF REPOSE MAY BE PERMITTED d WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED FROM THE ASPHALT PAVEMENT PLANT UNLESS OTHERWISE BY THE AUTHORITY HAVING JURISDICTION. SEE FIGURE BELOW FOR cc PORTE-COACHERES, ROOFED PATIOS, CARPORTS, INDICATED. A DRAWING OF CORRECT AND INCORRECT TRENCHES. w Ll APPURTENANCES. LATERALS SHALL BE INSTALLED AT > is - -- i i TOP PERM AT MINIMUM 2 PERCENT SLOPE UNLESS NOTED ON PLANS. W t STAMP SLOPE BOUNDARY 8. THE CONTRACTOR SHALL USE PIPE MATERIALS AS �- '5 Zgjo DESCRIBED ON PLANS. ANY REVISIONS SHALL BE - 4911244H/5 BUT 2 FT. APPROVED BY THE DESIGN ENGINEER, ODOT AND THE CITY \ '" f MINIMUM MAXIMUM AND 10 FT. �� OF TIGARD. __ •O 53.75' , 9. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON Y• ~ /; 01 , �t%' PLAN AND PROFILE SHEETS AND SHALL BE TESTED IN % ' '/ / '/ .` ,'//, ` \`' ` \`` '* , PERMIT ��\ .• / �\, �� \�� /\ AREA TOE OF ` � NATURAL OR ACCORDANCE WITH THE CITY OF TIGARD AND C.W.S. / 1 ` TRENCH i\ / ' � f TRENCH �� f r" '2 ' BOUNDARY SLOPE CUT OR FILL V FINISH GRADE SLOPE STANDARD SPECIFICATIONS. `-``'\s, \�1'•�{� \ j j `r P. K VW- ff r\BUILowc • r\ ',/4, 616d\ ; /X W '+L 0/0/11 H AND 620 FT�MAXIMUMM�� / S R / % SEWER %\ 10. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. .. .. = LATERALS TO BE PVC 3034 AND WHITE IN COLOR. FOOTING \ r\ FOOTING / 0 t 45 (0.79 RAD) , - O �/\ I :�''' STORMAND SANITARY ;.\\/,.W\' ��/� Z DATE: 5-06-2011 11. ALL TESTING OF SEWERS SEWERS ARE TO BE IN ACCORDANCE WITH C.W.S. AND THE CITY OF INCORRECT CORRECT 0 BLDG. TIGARD REQUIREMENTS. Q SUBMITTAL NATURAL OR DATE: FINISH GRADE 12. PIPES SHALL BE FLUSHED PRIOR TO VIDEO INSPECTION. PIPE TRENCHES ADJACENT TO FOOTING CW Q GRADING SETBACK DIMENSIONS PER IBC, TITLE 40, m Q APPENDIX J. FIGURE J108. 1 BID DATE: - . Z r , - ,, - - , I t"3 CKE NO.: _ NOT TO SCALE KITTRED EN q1111EERS, LLC PIN V> ARCH. NO.: 1075 •/ 6L LI; 6975 SW SANDBURG ST.,SUITE 310 SCALE: a PORTLAND,OR 97223 SHEET Z Z TEL: (503) 620-7209 0 102 a FAX: (503) 620-4065 U r- - I I Tu X - n / ' / i c w 'C N co / / / _0gC� C c N E I / / - 28' DECIDUOUS g, _ I / i LINK � � _Ssv. - - 8" DECIDUOUS &L! o Y -: ASPHALT° 6' CHAIN LINK FENCE TTI - _�— J / / — f Avg �"`DECIDUOUS J �g8�f - i m i : -L • 1 a -- - -- ---....CL"' _ //. ! �° _—~ 16" LARCHtigs, 7■'�R J i E OO CUR ��_� ,c O CONCRETE wi! 2g�y _� __- '_ I ..� ....Ac r --� - 3 20 0 10 20 40 vn STAIRS r s�� ' Co (UNDER CONSTRUCTION)/ / - �. 8�' 12"-13" CEDARS 1 s„__ / N I _ ROW OFA, 1 inch = 20 ft. a^, CONCRETE RETAINING WALL `i • 14• ` .g - A6 : TAX �w OF 11•-16 CEDARS LOT 6000 ROW 33S / WN . a° 0 0 I (7\--) MAP 1S-1 -36AD U� ��, 3 30,396 SQUARE FE Tf1 e LEGEND oa .., .3 .._.-1-...0 ' ' ii DECIDUOUS TREE 0 CLIENT C) r cV / CONIFEROUS TREE O Q) I/ , I FIRE HYDRANT 5 O 4 // ' a� / WATER METER ca 0 .- ASPHALT WATER VALVE D4 N / z ' / SANITARY SEWER CLEAN OUT '-- O H 00 ' 4 SANITARY SEWER MANHOLE U N Z X > © = I SIGN -o- - 0Z00 I / ' / I MAILBOX m O 1 _ m / STORM SEWER CATCH BASIN ® yQ J O - �it, laC' 7 / GAS METER Y / 16 PINE W/ (5) �C GAS VALVE TAX LOT 5900 ' m 5"--6" FORKS ' /� I MAP 1S-1 36AD / I GUY WIRE ANCHOR PROJECT r BOUNTY HUNTER SALOON / DRIVE-THRU / UTILITY POLE a / O y / SPEAKER TRASH ENCLOSURE 13_ / ELECTRIC METER ® N = 4.4447 pRj� • © WITH s' MASONRY WAtL GROUNDING POST Z CK SRU ME7VU a Y 3 _ I c c„ BOLLARD BUILDING E---5 19 CONCRETE / ��/ / FOUND PROPERTY CORNER MONUMENT • ' Z / 4 • a RIGHT-OF-WAY UNE ug U a 0 / 3 a. w Ic., . , : ..140110, "": ' a 0. • / PROPERTY LINE --- -----.!" _ tY r : # �� I c' Q 0 CURB 3 = o ce Fel Q "1 CI• ` w. 4gh## / EDGE OF PAVEMENT < 1- a / ./ • El / FENCE LINE -o o a- ® ec r F-- = 1 ca ' �w /' 10 4 . . `' / POWER UNE PWR PWR— • OVERHEAD WIRE OHW —OH — DRAWING TITLE , /171 , I - El • . • • '� � \ GAS LINE GAS GAS- -. Ii PZ 1/ � \ STORM SEWER LINE STM STM— Z ' 10 \ SANITARY SEWER LINE - SS —SS ►1 lq 10,x, I / / / � ' +'/ WATER LINE WAT WAT- TAX LOT 6100 0 Z r/ ! /// / . KENTUCKY FRIED CHICKEN _� Z 0 4 L' ' 1 ® ,. GREASE TRAP? asc 11433 SW PACIFIC HWY 0_ 5 MAP 1S�1-36AD —� a BUSTER S BBQ `T''06 4; a / ORNAMENTAL m / f _ _ Z 1 i ( MAPLE W/ (6) / 0 0 �/ COtJCRE7f. `� 3"-5" FORKS /� DRIVE THRU / / WINDOW _ 0 /r 71 DEMOLITION NOTES: 5,,,,, Z —� III / �` LANDSCAPE �� / I 1 EXISTING TRASH ENCLOSURE TO BE REMOVED. O W u, ' e • / / REMOVE EXISTING STRUCTURE. 16 L f l1 7 / o / J / © wvA /� a 0 J � / / 2 REMOVE ALL EXISTING CONCRETE SIDEWALK. 17 EXISTING SPEAKER AND SIGN TO BE REMOVED. 1.111111111111.1111111. r 4 / L;` / p ON-SITE. REVISIONS 6' WOOD FENCE ON ' a �r - ASPHALT 6 ' I / 18 EXISTING SIGN TO BE REMOVED. n 3 REMOVE EXISTING CONCRETE CURB. CONCRETE RETAINING WALL 1 a FF=386.0 / / T lit ` so EXISTING CONCRETE CURB TO REMAIN. 1 g EXISTING GAS METER TO BE REMOVED. NQ l ' / 4 EXGEPT TO MAKE D W RADII CONNECTIONS. COORDINATE WITH NORTHWEST NATURAL. C\J&ars p = A SEE SHEET C107 FOR LOCATIONS. WOOD PATIO `• /o r / Z / FR / 20 EXISTING GUY WIRE TO REMAIN. z 1I,-, CONCRETE Ii 1 : I 5 REMOVE ALL PAINT STRIPING ON-SITE. Q / / d • /.1 - , • • • . \ v A9 I 6 EXISTING GAS LINE TO REMAIN, CONNECT TO 21 EXISTING WATER METER TO REMAIN. A f 5 / w FLAGPOLE ,, _ n PROPOSED CARLS JR. CC F* ' e, BASE? M © r 22 EXISTING WATER VALVE TO BE REMOVED. W 12 IN' n EXISTING STREET SIGN TO REMAIN. g 1� 1 p . : © mIi z E n EXISTING ARBORVITAE (3) TO BE REMOVED. LU STAMP r I t 0, / / I I 5 / 8 EXISTING POLES TO REMAIN IN PLACE. /• ' a • ® ® e \__ I 24 EXISTING TREE TO BE REMOVED. �S1`` oGINE~,pC`u, 1 /i / "I / © ' 40 POLE FOR C • . , . / cv 9 EXISTING FENCE TO REMAIN. 0 C� ALONG PROPERTY LINE. 53,750,/ A woo°�+(�r I a mu \\ © OVERHEAD BILLBOARD ASPHALT f ~� 25 EXISTING AC PAVEMENT TO REMAIN, EXCEPT IN AREA I- •� P �.�' J ;,93 T p r \ LANDSCAPE / 1444'..."..' 10 EXISTING GREASE TRAP TO BE REMOVED. OF NEW BUILDING FOOTPRINT AND SMALL SAWCUT 0 'ra " o I a w� 0 / CONTRACTOR TO VERIFY BEFORE REMOVAL. AREAS USED TO DIRECT STORMWATER INTO NEW rh I;; �,�,�q� I / ' �� CATCHBASINS. SEE COMPOSITE UTILITY PLAN FOR a < ' 1 ' �� :v LANDSCAPE Y`�` I 18 4 7 mL EXISTING BILLBOARD SIGN AND POLE TO REMAIN. CATCHBASIN SAWCUT AREAS. s P 1�. RR TIE --- / , - • 15 HIGH ±'KFC • P �. / 26 n W K STEPS "' 20 / MONUMENT SIGN WITH TBM-SET SPIKE '� Lc. ASPHALT 3 -e� A rt€rw� oa/3o/1t `� `' / I• / • BUCKET ON TOP 10'f\lil(;�I 28 12 REMOVED OVERHEAD LINE, NEW UNDERGROUND 26 EXISTING ELECTRICAL METER TO REMAIN. ELEV: 386.61 EXISTING f / \ll • (W/POKR) / ECD��TAf TO BE PLACED FOR NEW BUILDING. 0 ® 1 Q Q �� LANDSCAPE 7‘ "WELCOME TO TIGARD' EXISTING WATER METER TO BE REMOVED. HYDRANT I a V, I `' / 13 EXISTING KFC SIGN TO BE REMOVED. 27 EXISTING METER M E RETURNED TO TVWD. z DATE: 5-06-2011 CENTER REFUGE "SW 68TH dt 4: "KFC EXIT"' ASPHALT / ® I " s� ■ Q GUY POLE 4 UTILITY POLE NEW 1-1 2 METER TO BE CONSTRUCTED !N ROW - BLDG. TURN ARROWS 69TH NEXTr (W/POWER) KFC ENTER ; ,� W/LIGHT 14 EXISTING FLAGPOLE BASE TO REMAIN. SEE COMPOSITE UTILITY PLAN FOR LOCATION. SUBMITTAL Q SIGNAL" BUS STOP' (W/POWER - w YWR — 1�,��r PRE •-cii I , `�� `� CONTRACTOR TO CONFIRM METER DOES NOT SERVE DATE: ' \ OH - OHW — © O ,n ly — OHW - 15 EXISTING CONCRETE PAD TO BE REMOVED. ADJACENT PROPERTY BEFORE REMOVAL. (2 METERS W Q �' •':' icri. -_ - C?HW . . WAT WAT �� 27 CURRENTLY SHOWN ON SURVEY FOR KFC SITE} L Waft D / S TM / I STM � GA S�v1 _ -- / / T':,^ - � �`-` ,�-M - --- STM--- j Y 28 EXISTING GROUND POST TO REMAIN. CO sv 2" STEEL GAS LINE ' _._ !/� BID HATE: GAS >� GA S GAS �� ' •' H� /It-AVM-T- B 8 SOLID WHITE STRIPE BICYCLE LAN / / / 20 ' - $ / _ // �A � - /�A�+�" OZ LCKE NO.: _ / MITRE lir• E EERS LLC — / SAN SAN - - SAN 7 SAN - ARCH. NO.: 1075 20 / / E / / SAN ----�S� SAN — /SAr\i - / / _ � � —1 / • � � -- SAN - SAN SAN MH V CATCH BASIN SOUD WHITE STRIPE / 6.1 1CATCH BASIN 6975 SW SANDBURG ST., SUITE 310 W SCALE: RIM 380.71' y RIM 383.69 RIM 384.63 SHEET a 12" IN (NE) ) 378.1' J S" (NE) 376.9' 12" IN (NE) 381.9' 8 W 9 A C r I C n I G�-- W A 1' 99W i / PORTLAND, OR 97223 z 12" OUT (SW) i 8' OUT (SW) 375.0' 12" OUT (SW) 381.8' TEL: (503) 620-7209 _iw / / FAX: (503) 620-4065 0 C 1 03 15 x �i i i+ # r` / } / , •C E N-4 N 4) O X ... , TAX LOT 5200) J / c U �s/ J f -VBE ico.: MAP 15-1-36AD 0 c `° LEl- it„.,L 1 ..._._ -SE)LC- / / / %,-; 111 0° D ti) )--/ 1� .._------eBz---- ----# ----- — — ___- — S+� 188 �- -1 �W �F �- 1 q ' - 8 W - - - ��B�r fTAX-LOT 5300 �`� N67 38 28 E 178.94 J W E.. W J£Ba� _ MAP-1S 1- �D- �. �- 17\1F �'�l /\ ///' v., ' / ERZ / , i•ms• ---- k _, ___1\ , ...- _iv i.e._ „kr:p1-*_.----*- Q il Q. 4.40 8a� /"1 V _ < g c, - iir / 20 0 10 20 •40 La N 0 /' `\ 1 inch = 20 ft. c w z / / /, N� II I J / to �*a 1 � iminimmilmi /' 1 / CLIENT O 1 / N 4 / / / �A- / / o I � i / �4 TAX LOT 6000 1 I MAP 15-1 - 6AD / / LEGEND ------% z x N ISI — ozoo / 30,396 SQUARE FEET ± / / m o CO 1 �� CONIFEROUS TREE * . J O / Y 0: Ln PROPERTY/ OWNERS: FIRE HYDRANT fa / MAVERICK DECATUR GEORGIA WATER METERmoism � ;TI 112 i o / / LLC & EJM PROIPER TIES, LLC WATER VALVE D4 PROJECT -- / / / / SANITARY SEWER CLEAN OUT m a 1 I �� SANITARY SEWER MANHOLE OO ® $ _ �� / SIGN z I � _ NEED La IX / �' / ' ilESTEERWER CATCH BASIN ® z, ,,, ,7., Z 4, / c� �� ® Li �U a �c� �I I / / / CL w , ! / GASVALVE a4/A I / / / / tm GUY WIRE ANCHOR / cc L) / / �o' UTILITY POLE `� a' Q M c �cj / o / / / ELECTRIC METERI=I " z TAX LOT 5900 0 ix _ MAP 1S-t-36AD fi. y / $6:1ft8442 / tf->. GROUNDING POST o� BOUNTY HUNTER SALOON a C 8 Y ��, 1 \ / / / l BOLLARD o • 1 / / '°` 1.IIIIIIIIIIIMMIIIIII ' FOUND PROPERTY CORNER MONUMENT • DRAWING TITLE ir- . f' I ' / /* / C14) I 0 \ �'C:::::0 � / // RIGHT-OF-WAY UNE - - - - �r 'I la f f I / I 0 / ` / PROPERTY LINE —-- -- --— V �. / / / E9' hit / / Izt / CURB t J �. I I �I I / / ' / EDGE OF PAVEMENT • 0 I / FENCE LINE —c o o— Z , 1 / / I / {I. ti l� / / POWER UNE PWR k >• E► , f ___y g 1 ' , . Ir-- OVERHEAD WIRE -OH VV OHW— IC / I I, / / I GAS LINE GAS GAS----A li' / //1) I / i / ! c+� Z/ / U, A \ /// / STORM SEWER UNE STM STM ❑�r , I 3 .. / SANITARY SEWER UNE SS SS 11 / ` W 1 / E3 / / WATER LINE WAT WA T I j � P I I / / / // / y3 / REVISIONS ii I/ / 13 I 1 / n /8- I , * . -- -----.- 7 c / TAX LOT 6100 Ci n V A / / / I \ / / MAP 1S-t-36AD I 1 �. z I /; / _� / s 1 g / / BUSTER'S BBQ p I / ' oy FOR CENTERLINE OF PACIFIC HIGHWAY, CALCULATED POSITION OF CENTERLINE U) 7 I 0 c, / MONS SHOWN IN EXHIBITS G & H ON SN 27958 FROM OFFSET MONS. CC Q r' I ' ;/ CREATED ALIGNMENT FROM ODOT ROW MAPS 5B-24-2 AND 3B-22-3. HELD f. PROPOSED SW PACIFIC HWY R DUNE 14.19' \ 1I 2 / DISTANCE FROM MON IN EXHBIT H TO PSC AT STATION 200+70 PER SN 6789 �� Ii --- / AFTER DEDIC TION `~ / / AND ROTATED TO MATCH. HELD MONUMENT IN EXHIBIT G FOR ALIGNMENT. A STAMP ' / �j 40.00 OFFSET AGREES VERY CLOSELY WITH PREVIOUSLY CALCULATED W aS "� _ 7.o U i I I j / � RIGHT-OF-WAY. n- - - .� - - I - - - -- - - n \- - - - - / -- -- , 1_ I 7 .V` PR ,y 3g3 7 z A 64' SPIRAL CURVE OFFSET FROM CENTERLINE\ LC = S73'09'28"W 164.18' / I �'S ,50 ' o, cc; �_ 0_ii83 / b A /l ;n T I;*6 / ROW AREA TO 8E'DEDICATED TO /"? % / °'�'' o ' I �' ' THE CITY OL-1IGARD FOR EXISTING / -.5,i1- 07—\► ti / 0” 2 • ��' p / 24' ODOT ROW DEDICATION z / SIGNA POLE. / �� / Ll.l s P. K11�` w� �Q I, �� / / aw►i os/so/1i :34' - • \ 1g:3. w a EXISTING SW PACIFIC HWY ROW LINE / 14 /. / U �� rn Z DATE: 5-06-2011 b - �t \ \/ 1 4 OHW OHW 0 17-- OHW BLDG. �I:i _ �W - OH W WAT / OH W WAT �� W � Vf — a.. — — — _ — _ — Q SUBMITTAL -- - - ,_ � — ----2STM - CU-R7 FSETTROM/CEN L '= 573'09'281W X63.0 - l- - SIM STM - -� /TM - - - - Will DATE: Ci 2" STEEL GAS LINE / wsPir.. �� STM GAS GAS / 7 GAS GAS / WA �� /GAWK-- r GA1VATz §IAT — L Q 3 I / / / / / BID DATE: SAN --- � SAN �S.AN S -H - SAN S z SAN SAN / ---1 SAN SAN SAN - O ci S W n 7 / KITTRE EERS, LLC r—� CKE NO.: ;I-1, / / / / / v J ARCH. 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Lu C cri•CN y'r + 18.04'40111 •V liaj -a CC EXTG STORM SEWER CATCH BASIN ® �,+ ,i , EXTG GAS METER N 1' r ' i r` ---- - n / _____________----- \ / CLIENT Q } i SAWCUT/BEGIN STD. CURB CONST. N EXTG GAS VALVE D4 r, r �i U EXTG GUY WIRE ANCHOR IA r r , EXTG UTILITY POLE � 'irr 'r' � `� ------ ® + SITE CONSTRUCTION NOTES a � EXTG ELECTRIC METER Ni ivi' ,,i, r / ❑ CONSTRUCT 4' WIDE HANDICAP RAMP PER ADA STANDARDS. SEE SHEET C111 FOR DETAIL. EXTG GROUNDING POST ow /0 i,', R: 25' EXTG BOLLARD o i CONSTRUCT 6" VERTICAL CURB. CV N. i , 0 Cl "50' 0 SEE SHEET C113 FOR DETAIL. 0 Lv J- EXTG FOUND PROPERTY CORNER MONUMENT • , �+ +, 19 + i i �� , 9 , , , , , , / n CONSTRUCT 7' WIDE HANDICAP RAMP PER ADA STANDARDS. U -1 RIGHT-OF-WAY LINE - - - - �/i i 13 ', ' �9 � , �� , 4� , ,� 9�+, fir, i��' + / z CX] SEE SHEET C111 DETAIL. z X > N PROPERTY LINE — i , , --• ' , 3 , i , 9 , , , r , CONSTRUCT CONCRETE SIDEWALK. — o °� �••• i ' ' ' r i • i 3 i C) ® SEE SHEET C113 FOR DETAIL. U O0 Cfl EXTG CURB #1.04 SEE ARCHITECTURAL PLANS FOR SCORING DETAILS. ,/ r r r r i 3 i + i r + \\ / r r 3 r + + i r + i r i i + J v , 1,0 , , , + 3 , , 3.00 5 EXISTING CURB TO REMAIN - CONTRACTOR TO PROTECT . -1 0 EXTG EDGE OF PAVEMENT , �� , ;� +f i .r i 'r r 'r , r+ , ri ) ,i ,i � ii'{ +rig ,;+� it+i �' / ^ FROM DAMAGE DURING CONSTRUCTION. i EXTG FENCE UNE —o o a— li , ,I r + 9 i i r r +i ' , + ' ' / + ' , ' , CONSTRUCT HANDICAP PARKING STALL. + + r a ,+ d. r + r ' , ' , ' + + , , " PROJECT EXTG POWER UNE PWR PWR— , i + / d ' + ' + , ONE SPACE TO BE LABELED VAN IN 2' TALL LETTERS. A r • ` � + , i r , s i ,Q , _ 9 + i + A + r irr i,i ]O ��' a . a s i+ i ii r ii i ii i ii i ,a / '7' t0 Q EXTG OVERHEAD WIRE OHW OHW--- CCONSTRUCT WHITE PAINTED DIRECTIONAL ARROW AND ' , :O° ' d ir e i , , { r A + , ' i ' _ C R: 2.5 7 TEXT - SEE SHEET C112 FOR DETAIL. $ _ + r 50 i I° -G a a, i , i i i EXTG GAS LINE GAS GAS— r 7!!i i i e r i i Z` / 8 CONSTRUCT WHITE PAINTED DIRECTIONAL ARROW (TYP.) z O + ' ;i r ® . . ' , SEE SHEET C111 FOR DETAIL. - V1 EXTG STORM SEWER LINE —STM STM— /9,r i •5 `� R: , /+ r i °a, "+ r / SOUND WALL i ••+�•� y ❑ SEE ARCHITECTURAL PLANS FOR DETAILS. w z - z EXTG SANITARY SEWER LINE �S - SS ' , °. a a•+♦♦••+♦+••0 19 i ' Z EXTG WATER LINE -WAT -WAT— ° ♦♦••+•� © r + i r i •i++♦♦i+' BUILDING MOMUMENT SIGN. W 0 a CD 2 ' ♦ ' �� R: 3 1 O SEE ARCHITECTURAL PLAN FOR INFORMATION. W z PROPOSED CURB , i + r ® ./ 3 +•�� R: 2� / ce PROPOSED LYNCH STYLE CI3 IIIII v, , i, + R:4.0' i L ,i� I 11 CONSTRUCT CROSSWALK STRIPING. 1 Z 0 n j i + r i i //,80 , ISEE NOTE THIS SHEET. J o � , i , � r * r i + ; + + + :41 RIS " QM �PROPOSED STORM LINE r' + , rr i , + , , r r r , a � T R12CONSTRUCT DRIVE THRU ONLY STRIPING a 1- q , , r4tr*/ + / H U ❑ AND WHITE PAINTED DIRECTIONAL ARROW. w C,, Z PROPOSED STORM MANHOLE Op , + , r Y ' ' �n/(r SEE SHEET C113 FOR DETAIL. %,,,........,..PROPOSED 1" WATERLINE 1" WAT 'r i+ ; 20.0 . i110 : / a © / CONSTRUCT BICYCLE RACK. + iitip / 8 13 SEE ARCHITECTURAL PLAN i OR INFORMATION.00PROPOSED 6' SANITARY 6" SS I' i i ' i DRAWING TITLE +ii+ i J °Q, . a4 / �` 4 r 4" WIDE WHITE 45' STRIPES AT"24" O.C. 14 SOE ARCHITECTURALRPLANSEFORC N ORMATION.i + _ / ATACCESSIBLEPARKINGSPACEAISLE� �_._,/ CRETE ' ii kk pppp a d a . AND VEHICLE TRAFFIC CROSSINGS 15SEE CONCRETE 1 CONSTRUCT NPAD DETAIL TH S DHiEE THRU. • d.i 2 * V. a Z ' T. , i ^ ye 18 / HANDICAP PARKING SIGN. / ' +• r / �• / 16 1SEE SHEET C111 FOR DETAIL. J•i, ' i (N/ �i+�•+�•4. 0. 9•p 17 SEE SHEET 0107 FOR HWY 99 FRONTAGE DESIGN INFO./ ' /1" �l 0011 / D 18 HANDICAP PARKING SYMBOL - SEE DETAIL SHEET C111. coi i ; Q / -'--_ 7 4" WIDE WHITE 45' STRIPES AT 18" 0.C. , i f ' CP ,� D AT ACCESSIBLE PARKING SPACE AISLE. CONSTRUCT PLANTER AREA.,i ' N / 4.Op�! �� `` / AND VEHICLE TRAFFIC CROSSINGS 1 SEE LANDSCAPE PLANS FOR INFORMATION. � ' ; ' Ci / D 8.00.' , ' ,rhit) ' 44y / 20 EXISTING BILLBOARD SIGN AND POLE TO REMAIN. � 'i o 'r✓ •• �C/ I ,pO 16 21 PROPOSED BUILDING SIGNAGE �/ ® SEE ARCHITECTURAL PLANS FOR INFO. r' 14° °RIbe Vl 6 1 9.00' I22 PROPOSED AC PAVEMENT - SEE AC PAVEMENT SECTION riQ R� �K � n c:----- i / / - THIS SHEET. 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I � (95% ASTM D 1557) '` �GPet*a f F ,711L-1•"" ` . • .—.,. a, a , a a. 4. .1 al al d;° - - a 4 ° ° a a , e�° ° Q - - - r •-� ° L. � \---' CO ° d ° • ! d• END STD. CURB CONST. d ed i d ° 'd- V n d 4 4 A' �a tea_ �o moo �cz �G O03,7 I I' . 44 •END STD. CURB CONST. a d °.d a a ,o ° 1• • \ \ \ r \ \ \ r. „ a • a- I J I- �� 10' DEPTH (1 1�2� —0) � / \/\ � � �� $ DEPTH (1 1/2 —O) ,?'10"." i / d a I ) ° • % a .. - ^ \X \ /\ CRUSHED BASE ROCK \ �/,\ CRUSHED BAS ROCK ��I • a CP' a ° d ,. ° . (91% AASHTO T-209) (91% AASHTO T-209) O V:. a e d' f _ °: (�/y� 8 'A n- • - a d ° • •` d t n , a a a a t. - .. a O° . . �: 31':90 , • d , . 26.50 _ d CE 0 tia • C � - . .b i ° a - S 4 . a, d • a ! an OQ a ° ° ' . a ° d ° . ad ° �. 612 COMPACTED SUBGRADE TYPICAL12" COMPACTED SUBGRADE TYPICAL J" I Y � i , •--.,,-- • = i G -: (95% OF STANDARD PROCTOR OR APPROVED NATIVE) (95% OF STANDARD PROCTOR OR APPROVED NATIVE) P. )(I a .' 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E EERS1 LLC RIM 383.69' RIM 384.63' 3 • PA =../ - I C GHWAY / H \ ' ' Y CONSTRUCTION. cn ARCH. NO.: 1075 R!M 380.71' g " r . r a 0 f $ IN (NE) 376.9 12 IN (NE) 3$1.9 12" IN (NE) 378.3' CC Ili 12" OUT (SW) 378.1' 8" OU6975 SW SANDBURG(SW) 375.0' 12" OUT (SW) 381.8' 2. STRIPING TO BE PAINTED WITH 2 COATS TRAFFIC WHITE INLU SCALE: SINGLE 4" WIDE LINES, EXCEPT WHERE NOTED. G ST., SUITE 310 > SHEET Q PORTLAND, OR 97223 Z Z 3. CONTRACTOR TO PROVIDE EXPANSION JOINTS ® 25' O.C. TEL: (503) 620-7209 0 C105 L MAXIMUM AND AT CURVES, TANGENTS AND CORNERS. FAX: (503) 620-4065 0 T.) x =-a C 3 / l 1 / / 1- - � CD I -� i _ ` fl3 �. ao o r :IN 8: J _ Jam ._____ _ / 0 � _ _1_, r ��LE r� -� r� f �� _9,- 3 3 ` r-i o o m _J ____ �� r- I J 3 3 3 3 3 r ; 3 3 3 3/ 3$ 3 -08�'- - �� -� f 3 3 i 3 3 ; 3 3 3 3 LEGENDitt � `-� = ltasr -- ! l f f 1 3 i 3 r 3 r 3 r -3-3 3 3 ri 3 33 3 3 3 3 3 r 3 3 3 / 3$6.81 AC w STiPsF4 `-� , X28 r --- . - f �- �. ; i i + i t r ' 1�� r� }- � i ; r i i r r r r i r i 'r I MAT. EXTG. 1:1Z2i .• . ` �� 1 . . 3 3 3 3 �T� r 3 3 r r r r 3 r r 3 r 3 3 3 3 ' ; ' 3 3 EXTG EDGE OF PAVEMENT / ��$£1 •� 33 3 3 r r 3 rrrrrr 3 r TeoW i 3 3 r 3- ��. '++�' 3 r 3 3 r 3 3 i 3 3 i 3 r 3 r > 3 3 , 34 - ,4 0 3 ,0 20 II I ��EXTG CONIFEROUS TREE / JITWII•11 =11 v r r r rr r i r 3 i i i r i i r r r r i is +'/,11` * 3 r 3 3 3 3 3 r 3 r i 3 3 3 3 r 3 r • 3 3 3 6. N OE l�s� - �`�` 9 3 3 . � 3 3 i 3 i 3 3 i I i r 3 3 r i 3 i 3 3 r r r i r r i 3 i r 3 r i s i 3 r i r i* 3 3 386.58 A EXTG FIRE HYDRANT --.i - .. Af - a 3 3 3 3* :-) i - # i 'A( "3 9"--3-'-'3 i-�f; ii 333iii3i3i3i 33 r3 3 3r43r ..i ,i3 / 1 inch = 10 ft. a cNN�i738 i \, 3 3 i _ 3 3 i i ; 3 3 3 3 3 3 3 i 3 3 3 i 3 3 i i 385.85 AC MAT. EXT / y '' 3 3 i 3 3 i !� ►��. a MAT. EXTG. I < E cN EXTG WATER METER 3 3 3 i i 3 3 3 3 i 3 3 i i 3 3 3 3 3\ ,pp 3 i 3 3 i 3 3 3 3 3 3 3 3 3 3 %'`w` d c 3 iv 41 3 3 l 3 3 ) 3 3 i * 3 i 3 Y.S +.� 1 3 3 3 r ! 3 3 ► ' a WAT V 1 3 3 3 3 i -3- 3 i 3 3 3 3 i 3 3 > 1 9 `� 4 - / / a.+ F 0, EXTG WATER VALVE D4 3 3 3P q o 3 3 3 3 3 3 9 3 1.-�-• `� 3 3 i 3 3 3 3 9 3 3 3 3 3 9 3 3 3 i 3 3 o CO-Mingle ^i 385.55 CON C. •�, 3 3 / / 3 3 3 3 3 3 - - - I� 0 Q CC EXTG SANITARY SEWER CLEAN OUT 3 3 3 3 i 3 3a 3 3 i 3 3 3 # 3 3 } 3 3 Trash Recycling 3 3 384.94 AC TG: 385,.?4 ( o 0 s MAT. EXTG. - CURB RADII NOTE: EXTG SANITARY SEWER MANHOLE 0 3 3 385.65 AC WLuz ,r 3 3 3r i 3 i 0 MAT. EXTG. ALL CURB RADII LOCATED ON SITE PLAN, SHEET 0105. 0.4 EXTG SIGN 1 EXTG MAILBOX ® /�3 3 3 3 385.31 ACi ■ 13 3 3 3 3 *3 384.58 XTG. MAT. EXTG. 387.04 A ziiiii EXTG STORM SEWER CATCH BASIN ® i 3 i 3 384.51 AC / CLIENT 0 limmims 3 3 3 3 / I� EXTG GAS METER ® -� 384.41 AC 3$5.34 AC 3 3 CURB RAMP NOTE: EXTG GAS VALVE D4 �;3 .,3 3 3,� f~ MAT. EXTG. --- r EXTG GUY WIRE ANCHOR f ,1 . 3 3 3SAWCUT SHALLOW INVERT / / SE SHEET C111 FOR ALL RAMP DETAILS� 3i 3 "VEE" GUTTER INTO EXTG AC " 385.2TC 385.81 �4C / tY EXTG UTILITY POLE / 3 3 TO DIRECT WATER TO CB 385.21 TC 384.75 . . V / d- O EXTG ELECTRIC METER EM 3 3 3 3 (TYPICAL) r" 384.69 AC \ / N 3 EXTG GROUNDING POST o`er 3 3 '3 3 384.14 AC � 3 3 3 3 ' O EXTG BOLLARD LLI '71- / 3 3 3 3 3 3/ 3 } 3 3 3 3 3 3 3 3 3 3 3 r / / 385.82 TC U EXTG FOUND PROPERTY CORNER MONUMENT • I 3 T P. 33 33 33 3 -,- 3 3 Z X N ' .I 3 3 ` \ 3 3 i 3 3 3 3 ' 3 3 3 3 85.35 TC 3 3 3 3 3 3 3 33 3 3 3 3 3 i 3 3 I 38 .46 TC 1 385.82 TC 385.32 SW O z IDO RIGHT-OF-WAY LINE - - - - 3 3 3 IN., LYNCH STYLE84.85 AC 3 r 3 340�w 3 3 3 3 ' 3 384.•6 AC n / 385.82 SW C7mOco REMAINURB 3 3CATCHBASIN / /PROPERTY UNE ------` --- ( t3i3 ��` '�. W/INLET SOIL 38fi 48' S �/ 3 3 3 ' 3 3 3 3 3 3 r 3 / O J �J 3 r 3 3 3 3 � 1,0 3 ``. ``. PROTECTION 3 / 3 3 r 3 r 3 3 3 3 3 3 3 3 / �{u/ I� �1 J EXTG CURB r3 3i 3 3 3 3r 3 3 r 3 3 3 3 3 3 3 3 3 3 '3 3 3 ,` .\ - 3 9 r r 36&4''ek SW a r 3 3 3 3 * 3 r 3 * 3 ` EXTG GAS LINE -GAS -GAS- I3 r r r 33 �� ----------- --------------- ��__--_-- --- ~- r -I 3 33 3 3 Ali3 r 3 3 r 3 r r 3 r 353. 3 3 3 3 3 r 3 3 3 87.54 AC / \ 385.72 TC ` ••�� " - _.�! r d a' 3 3 3 3 r 3 3 i 3 3 3 j / 7 3 EXTG STORM SEWER LINE -STM---- STM 3�3 3 r*0 3 3 r '� � ------ 3 '3 3 3 a e 3 3 3 '5' i 3 2 ccif 3 3 r 3 3 8p ) PROJECT . . 38 .82 3.3 i7 3 3 i 3 r i 3 300.C� AC / � f P WR -PWR- 13 3 3 TG: 38 .=9 383.81 G d d . ° 3 3 3 r 3 3 3 3 3 i 3 3 3 3$6.71 AC MAT. TG. / �,. a I a o EXTG POWER LINE / oil, o XTOVERHEAD WIRE -OHW- -OHW- 1333 r3 3�k / �f . /� °6 * dao ad.3 ii 3333333 r33r 3rir ��wMAT. EXTG. / I A4 Q� ��.�.�. z Z C=') EXTG 3 3 3 3 / e a 4 3 ! 385.72 TC O = 3 "i Z , 386.60 DOOR 385.22 AC 3 // �� ; N EXTG SANITARY SEINER LINE -SS-SS % 3 3 / 3 0_ oa 3.:%°. a° ... 3 3 3 3 ��• 385.36 TC N v Ce 3 / a .0•,, 3 i 3 3 3 EXTG WATER LINE -WAT WAT- 3 3 3 3 I , �;400*,�r - 3 3 i 3 3 3 4 p ♦�.�♦�♦�.� _i Z a . • •.•. SEE ANDICAP/RAMP 3 384.48 AC 385.91 SW 4.101•;:��• DET• #1 THIS SHEET. 3 3 3 3 3 , 3 4 385.31 FL W�.. p U O •PROPOSED CURB A)*3 3 MAT. EXT 3 '4:0♦'`.'e. n_ ••�� EL W 3 r I I '-e`•+fir / 388.03 AC i 4 W I-�- CC PROPOSED LYNCH STYLE CB v 3 3 3$3.85 AC 385 0 AC / _ 3 3 386.86 AC MAT. EXTG. / / / 5 a O i + , EXTG FENCE LINT= -0 0 0- y 33 3 33 3 3 3 3 MAT. EXTG. !!! 3 3 MAT. EXTG. / 0 3 - 3 3 ; 3 3 r 3 4 3 ; 385.91 SW / 4 o 385.96 TC J • a '� PROPOSED SAWCUT LINE i 3 3 3Z 3 r r r 3 3 3 3 3 / / / 3 387. N a ~ 3 H M ' �3 3 3 Q r r 3 3 3 r 3 3 - 4 385.46 FL 3 3 r r 3 3 3 ' � 3 r r� '3 3 3 3 3 3 *I! '' 1 ,�, 386.30 SW t3i . � 386.53 AC pi3 / 2.; , 386.20 Tr / w/ 385.91 TC a4 3 3 3 383.65 AC3 a4385.70 C 1 � 385.41 SW DRAwINc TrrLE .....i e'' 31 r / / Q LYNCH STYLE� y 33 3r ° .: � r/ZIEBTA M � , / / /� 386.06 SW4i 133 3 ' - , a (p L , / • / PROTECTION EXTG CURB TO 1\XXX.Xx TG = TOP OF GRATE EXTG CURB TO % * 384.37 AC . °° 7 i REMAIN (TYP.) REMAIN (TYP.) r 3 33 / MAT. EXTG. / - SEE ANDICAP RAMP /�XXX.XX AC = ASPHALT PAVEMENT �j '3 33 M 'ET• #2 -- THIS SHEET. HANDICAP RAMP # 1 GRADING DETAIL ict / i 3 3 3* 3 -fes 385.40 qC z // II /4 SCALE: I "=5' Q �XXX.XX SW = SIDEWALK / 3 p 3 TG: 38,.87 / 3 3 3 .D i44: 3$6.60 DOOR r �:` / / --- N'‘,N `. ! n ' v / .3- P / 1\XXX.XX FL = FLOW LINE CURB + 3 / ( ' 3/ (� � / / / i W 3 fes- • fitt raft "lift. ' r 383.42 AC '3 386.42` T� I , G ` 386.24 TC Q I\xxx.xx Tc = TOP OF CURB /1 ; r 3 / 385.91 / 4 385.74 IL, 33 3 rR �r tir) f .Z16.' , 3 3 385.81 TC ;T •r • ,. •� l I / 3 3 385.31 FL ' / o�� / 386.34 SW / p 385.85 TC Q (' Z CC NOTE; r 3 J �- 11/10 � 01 / 388.11 AC / A TOP OF CURB = AC OR FL TEV + 0.5 386.60 DOOR / Z / / / UNLESS NOTED BY DIFFERENT SPOT GRADES 3 385.80 FL 3 3r 366.46 SW / 3 386.53 SW /2.0% / �/ •_ / % 385.95 SW �� REVISIONS 3 r / 2.50 � i t3 r 383.4 AC 383.24 AC 385.97 S 386.50 SW 3 : . • • T� II > ��:: 385.89 TC T /�i t 0 3 5.91 TC y� 3 :5.; • . C 1m I / ��r r ° 3 .30 1 �i 3 :3 r / 387.03 AC o T1 i385.99 SW ♦�� 385.84 F�• N /�3385. SW /3 'lCONTECH FILTER ; '► 3 3 ' + 3i 3 i3386.18,/SW/TC 1' 3 33CATCHBASIN $ TC %` 3333i3 3i 3 3 3 3386.1 AC I, Q a / / _3 ' � � 3ii 33 3 / p� 308.32 A� � �f r W�/INLET SOIL 35.0 FL I� l 3 3 3 �� 3 aI \ rJ_ / IO rfPROTEC o0 �1N. - _ 3 3 3 3 r 3 3 3 3 . 0.2 385.49 SW r/•� /�rr ` 3 3 � 3fkF33 333 3 3 - 0 J iI d . VJ33 ' �` I 3 33 3 3 33 33 33 3 r3 3 3 3 3 a :4 = fX. / ASPHALTHVEE" GUTTER iI�3 3 / '385.0 FL ��i . 333r3r33138„28 SW3 �3 FOR DRAINAGE * a /�4 r 3 382.9G.-FL / 1 33 3 3 r ��, 33i 33 / '�+ � 386.39 TC46 TC 387.46 AC wBEGIN; NEW CURB /L( p ,� 3 3� i 3 3 46 AC / MAT. EXTG =3 'yf84.84,�FL 3 3 33 3 3 3 3 `� 388.65AC /� 'rr� � 4385.89FSTAMP 1 iii - / END CURB 3 3i -�' 33 33 3 r r i 3 r 3 VEE GUTTER DETAIL - wI ROPOSED AC SECTIO MAT. EXTG i f2 7.o u /73 f uY� !'�^�� ' ` 3N'-. ` I 3 3 3 3 3 3 39 3 3 3 3 r �, ° EE SHEET C105 I // i 1 NTS ' -/ 1 � D' r�^C 47 �l .a :/visa�- - II . a a a i 14 !. I' a Y�- ° to . - ° 4° i-' I- '/ I \\ -74 .a. Q ( R I �,?g 4- 4 A a a c W4. 385.40 SW ° \-„A �' e * 386.60 SW o . c' 5 75• ir 3`y . 1 ¢� 382.72 TG II r� a�' . Q 386.25 SW/ NEW ROW LINE. � SEE SHEET 105 FOR O �, 382.75 FL, EXTG_, 383.58 AC . 385.31 SW �� f AC PAVEMENT SECTION \ �'-' / �� _ ° a 41 MAT. E aDEDICATION. ' `° �� 1 - ° e . 4 a a a4, ° 24' �a ,, °fit" a 1 . . t� ` Ir�I/I, d ° END CURB ° :MAT. EXTG _ "` a a d a. . 4 a , ---a., 1 0 ORE*." r r 1. . - a o a - e /64 OFF CENTERLINE . -J # - . a a a a.' . � �/. r 4 .a c 4 - h - �r[i •d �.• • _ • �7 3 \ , - CC y/�]y�.y� ON R ° e ° •�< a � �. 4 a ` � `� .. � La� d a .e . c /, � -h .. a d a %/ i 1 O 1/4' EXTG FIRE 3 3 --tea- � ° 3 f 3 3 3 . y '3 3 * a'--� / L1 I�1 _: -• 3 r � .el Z q . �� i � a 3 3 3 °. d r 1 3 3 /-. I �.�" 3 3 d 3 SEE SHEET C107 FOR ROW IMPROVEMENTS 3 3 . e 3 3 386.60 sW RENEWAL 06/30/1, y ., a 3 3 3 r r r a' - I: ° � a�7ae ' i3 a � a 3 3 3n ay 3r9 � Q . s `� ra3 3 3 \ /r d 3 3 3 3 a ,4. 'rI �iJ'HYDRANT 3 3 3 3 r 3 ; r r r i i 3 3 3 3 3 r 4 3 � st, ,,. � �,� � � •. ! i (a) 3 3 r ! 3 i 3 3 r r r 3 3 3 3 7 3 3 3 r / 3 3 3 a. , / 4 a�./ n ,' 3 3 3 r r r 3 3 31 3 3 3 3 3 - r -r r 3 3 3 3 I - .�� - y 3 , 3 3 3 r 3 i 3 3 3 3 3 3 3 / 1: VVR my], -� 3 3 r 3 3 r 3 .. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 r 3 r ry/3 (}i DATE: 5-Ofi-2041 MI\ �- ` ri1 8� 'j+� i 3 3 \ r 3 ' 3 3 3 ...3 a �-_i#�W.�_._.�3 /#T3 3 3 ! 3 ©H Y , 3 --- OH W 3 i ; 3 ;3" , n /v...,- / OHW 0H �LD�i. l/V ',,,., `__ `�. W _. 3 _ : ,_ , r �- 3 �__ ,, , 3 r , i / 3 i 3 ,SAN D I C A P RAMP #2 GRADING DETAIL SUBMITTAL 1 ,. __... . rg'�`, - 11111 �. ... .- �� -� l- 1 - _ - S- �•. _ _ - - STM1 - T- �-� - -� 'Srs�n - - - _ _ _ SCALE: I "=5' 0 DATA: 2 / S M / ,�w`� 2" STEEL GAS LINE Sl I O GAS G S WA l STM' GASA bECS / 1 AT K z 4 T_ GAS / I / GAS GA/VAT _ T 3 J COMER IAL DRIVEWAY DROP PER // CO ODOT TAIL RD725 - OPTION /� COMMERCIAL DRIVEWAY DROP PER �� r 1 ODOT DETAIL RD725 0 TION / 7 / / CO BID DATE: SAN --- f SAN ' USAN -- SANS^,' _ - S l SAN SAN SAN z SANK ,� / O CKE NO.. 1 / KITTRE Il .4:'4- E EERS7 LLC r-r/�� /�` �' / / / V♦ ARCH. NO.: 1075 SW P CI IC GHWAY / HWY / , / / c W f / / 6975 SW SANDBURG ST., SUITE 310 w SC : CC ZEETW SCAALEE W7 1 ! i / / / / PORTLAND, OR 97223 z / TEL: (503) 620-7209 p c t. ' os - ( 1' FAX; 503 -62 4065 13 x • ♦ .° .d �/ i a y i ° lel I I i m Crl C •-• - •Er �1 ISEE SHEETt�11 C108 ° i , i � _ .° / I I 03 ////1 .0 li r / a i a _ ; i ; 1 y 4 / C C v 382.BQ TG i �� ' + / - p v c - * i * , . 4 ! � � ' / o I I I a '5 418 �y i * / Q tielW Mit il1�ii iii r } i �� _a O ! + ° ':A �!y Co I II -Q uC] oPei Y-et i / H- /// / C +.1 3: 4 A 3 * * \ / MI 3 { 382.75 FL 383.58'SW i ° i i \ 4 0 386.91 5W 388.68 SW r _: , ! END CURB : ' • �4 a d 386.46 FL z a X87.32 SW a 1., _ ! A r l,� F 77 - / END CURB a -dilb-w� iiler 1' I,.„�ii.+�;; i;3i#*iii�;i* ; ii+ N� ; , 389.Q2 SW `TJ: AMMO 414. LE C .1 • ' , �< 4 ° • d y 385.31 SSW A . a . Q q i a d e u , e ° _ . ° a 389.14 SW L Vf i .445' END 3 2.72.1TG / , . • 1 Q ' 4., ° d : .385.14 TC ° 21 a °a °° ° `d 4 F- . 386.25 FL . °° ° ♦ . •4 • ♦a . • f ' 4LNvil 2.0 ,F 10" STM .1 . . MAT. EXTG. 384.64 FL a . '385.48 SW . ° , d , ¢ .♦ .•. a a + )ji389.32 SW a o !i dt+dam '�a °. a ... , +4 . ° ° - 3 a 387.16 TC �. -75'4 ■ . a �� : : ° - d4 ° - a- a G . e. ; . . .- .° : - . ° ° d � °: : - A ° a ° a . .° . • -C ° \A . ° ° ' .♦ . . ° c CV . °•° - a - 386.66 FL.;' ° 388.02 FL •° ♦ 4. .. � e• °' ° •� . . • ° 387.52 FL - •� A ° d a Z I!: j' a i °° a 4384.74 TC= , a i ° A a I y • I = n c, ° • • ° ° i a +Zi r i i + a i i r F ° 10 0 5 10 20 H MAT. EXTG. 8 �,� ;i y i i ° 383.07 TC ° 384.24 FL ° . 387.51 TC 388.39 TC ' a o Q Lu i ; ii ; 3 i o i r i �� 1 I I I } ° . i i ; i 3 ' ; ° i ' i d 387.01 FL a 387.89 FL 4 ' * A ; yi . ,_ a { _ oO 382.57 FL ° ° } �► + ., © ° G1USTORM LINE 44 © + +> �. ©� i i �+ `# �A �, \� a ; © ; � ° � • 389.98 FL " -1 1 inch = 10 rt. w �¢31.09 LF 10 5TM I i i i i p'c i ° • ° ; I + p SSL=0.5D% ' � 1cuiLl i � �i � A � i � i � t ;iiiiiii �i � Nye © �i387.20 FL 3 4 �+ + ' wNO O' _ C.YI m1 I U .-0_ 1 1b R45' BE E- -' ' ��/ y 382.97 TC 38 5 FL ° i , A i FUTURE CURB LOCATION - - �_� _ i •1.� _ 1;x'1` ° •- O_ivi, 1, ; ': 3i -� ©Ht,` \� 389.fi3 FL �f` MEMMEMil- WAT 2.0 LF D •, v .._ {W ��` .,� ---�$g;4$ - 1� . W -� ' 9 rr'� \.. V= OHW OH W_ - � � _ CLIENT O _ f .. .__ _ STM STM =fi/�.. TM -� - --1- - 1 2- STEEL X2.45 F /1 386.83 FL / STM - STM` = - -- O - GAS 6 �A � - - FUTUR65CttR8 ---- - GAS 387.31 FL _- -_ wA HS � - -/GA#�= - / �A�'AT -G'As�y' Q� _ I� 381.67 FL 382.09 FL 384.49 FL STATIONING (TYP) 387.00 FL ' 388.57 FL 388.96 FL / / Cn SDCB 04A 382.7 s © SAWCUT AND REM01/ff AN ,. .I - SAH 4WC 1 AND REMOVE /- -� X MAI. EXIG. V. - SAN SAN 5AN - O it _ SAN - 7' EXTG. CURB - REPLACE WITH J EXTG. CURB -- REPLACE WITH N w CATCH BASIN I SAN MH FLUSH CURB SECTION I CATCH BASIN FLUSH CURB SECTION RIM 380.71' RIM 383.69' RIM 384.63' S ' . . I 7 LLS It 00 12` IN (NE) 378.3' 8' IN (NE) 376.9' 12" IN (NE) 381.9' PAC '° 2 C H G V � d� � OWY U -8 OUT SW 375.0' 12 OUT SW 381.8 12` OUT (SW) 378.1' } SITE CONSTRUCTION NOTES CN m o CO Ca I • LANDSCAPE PLANTING AREA 4 AC PAVEMENT DRIVEWAY EXTENSION 7 CONSTRUCT 10' WIDE SIDEWALK TYPICAL 0 J Q SEE LANDSCAPE PLANS FOR INFO. SEE SHEET C105 FOR TYPICAL AC PER ODOT DETAIL RD720 - 11 In PAVEMENT SECTION. SHEET C110 - 5'X5' SCORING PATTERN. PROPOSED 2" DOMESTIC WATERLINE NiMiiiiMI 2 CONNECTION - SEE SHEET C109STANDARD CURB CONSTRUCTION CONSTRUCT 6' CONCRETE RAMP. PROJECT FOR INFO. 15 I SEE ODOT DETAIL RD700 - 181 PER ODOT DETAIL RD720 - r SHEET C110 FOR INFO. SHEET C110 - CONSTRUCT SLOPE o a COMMERCIAL DRIVEWAY DROP PER DESIGN GRADES. e 8 SEE ODOT DETAIL RD725 - OPTION A n CONSTRUCT G2 CONCRETE INLET 0 SHEET C110. I I SEE SHEET C110 FOR ODOT = 0 DETAIL. W cE ‘ / N 4, O ix Z - Z LEGEND ; 0 - 0 0: w ix W IX = O EXTG CONIFEROUS TREE * % En m in 4k 392 392 CC EXTG FIRE HYDRANT 3 11 ;2. a '_ EXTG WATER METER ® ei - i= m HWY 99 EXTG. CURB LINEwr~r EXTG WATER VALVE � _ sc -_ EXTG SANITARY SEWER CLEAN OUT DRAWING TITLE HWY 99 AC - 8' OFF EXTG. URB LINE6% APPROX EXTG CROSS SLOPE EXTG SANITARY SEWER MANHOLE OS - - •A'-OFFSET-'TO EXTG. CURB) EXTG SIGN HWY 9 8' OFF EXTG (BEST FIT LINE)' --- -- ,�-- N EXTG MAILBOX Es] 1411 APPROXIMATED W 388 ! co V) - 388 EXTG STORM SEWER CATCH BASIN ® ` _ • - - __�Ggi.A 10+45 c N o G 1�" STORMLINL EXTG GAS METER © V L� HWY 99 PROPOSED CURB LINE (FUTURE) `= - Sp Eli571N OX. NOT TO BE CONORUCTED FROM THIS PLAN SET � -- _- r-S�E O 11C+�� Cr)��; EXIST 40% ApPR • EXTG GAS VALVE D4 Q "` '4-- �� - FOR CONS a3 m v SL EXTG GUY WIRE ANCHOR E- EX HWY )9 PROPOSED CURB LINE (EXTG GROUND)-\\ _ - oo o cii U N o "a r_ _ 0 w k cL xi- EXTG UTILITY POLE �� 5 23° ao (11(- + o + ' 0 t� EXTG ELECTRIC METER El 0 gi cia /r _ - - Gip '- 0 F- to _ m z o 0 EXTG GROUNDING POST o' �? HWY 99 PROPOSED CURB FACE (EXTG GROUND) I 1- i-' + z 0 + Q -- ¢ a o cV tY o_ i- ce � w�-1&J O r o r 1 OF- . 4. cV O • _ - _- •' �. o od o``' v cn cn 3 cn r') o 0 yc a EXTG BOLLARD ° �I` 0 _. 384 • a0o er ct w -a ~ EF > �,-+-1'- EXTG FOUND PROPERTY CORNER MONUMENT la.3.5X 3.5%___A_PDX " Off SS SLOPE A _ m a 0 cc 35,., m . c� o o 0 i ^< z 1- CU- o c 0 0 w O C D - C '- o © „ o Iy z IMMINMI RIGHT-OF-WAY LINE _-- -----..------ tli‘.I.P4511--: n. 0 op- 0 m Li a ao Aw' w ILIz N �o PROPERJ6UNEY --�_ _ .......� REVISIONS -f - l SPOTco Z O + E- to c°. % Z cD w n 0 z_ o gt? u� iw o o EXTG C cuss N m w - a z �� a m o a- - tr WmCr - -" _- 381.6 - ' "' f� E �' "� m ~ ® o z 0 O. I EXTG EDGE OF PAVEMENT N cn YORMLINZ wDrY � w + ® w � A 81.11 6 � z � 12 5 to rix vcno � m oz a QN - EXIS��G PROX �- ¢ v EX1.TING CATCHBASlN EXTG FENCE LINE -0 0 0- c�o+ 440% Ap oo 0 PROP. CURB STA: 0+68.65, &.73 RT. I- m_ Z oo SL� ¢ cn _ mz RIM=384.63 EXTG POWER LINE --PWR PWR- n_ o - o �_`[.s a ❑ _ o m � 12" IE !N (E)=381.9 384 EXTG OVERHEAD WIRE �OH W OH W- A 3®0 � � z0 °° :: C“1:1 � in w r` o � v R 12" IE OUT (0=381.8 I - - a 0 w -CO CO m •u• E Ix D °" o h ,,, EXTG GAS LINE - GAS -GAS-- w A �" aeim o ¢� vrrrrt� 4= mvUN v wo on 2 o n w Z ^ o , EXTG STORM SEWER LINE STM STM- L.L.1 LoW STAMP o . z 0,r; Fg_r(_) cn '`'-zoo EXTG SANITARY SEWER UNE €5 - SS a_ s - 2.4 lr X00 ,7 0 0 w a °' N w m z o m a EXTC WATER LINE -WAT- WAT �'�`V �� £? � I- 5'Li ud o z 0 a PROPOSED CURB 0 °� 3,75; /,,, .l CO I- a0wo PROPOSED LYNCH STYLE CB a (-NI- I •� 6 0 376 �d - 376 PROPOSED STORM LINE %v.,. `'4' : , ti�AO PROP. CURB STA: 0+3.13, 8.36 RT. PROPOSED STORM MANHOLE 0. S b K`� CONSTRUCT ODOT G2 CA TCHBASIN RIM=381.75± - MATCH EXTG. ACRENEWAL 10" IE IN (N)=379.24 PROPOSED 1" WATERLINE 1" WAT ae/3on1 DATUM ELEV 10" IE IN (E)=378.93 DATUM ELEV PROPOSED 6" SANITARY 6" SS 374.00 10" IE OUT (1/4)=378.83 374.00 Z DATE: 5-06-2011 0 BLDG. 0 SUBMITTAL ��W//�� DATE: VJ 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 1+85.82 m 4 BID DATE: Z SW PACIFIC HIGHWAY PROPOSED FUTURE CURBLINE PROFILE KITTRE E EERS, LLC U.0) CKE NO.: V J HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2' ARCH. NO.: 1075CC W 6975 SW SANDBURG ST., SUITE 310 W SCALE: PORTLAND, OR 97223 Z SHEET w TEL: (503) 620-7209 0 _, C107 FAX: (503) 620-4065 0