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Plans (3) BUP2013 - 00084 siT2013-00009 V `;tip 1 r r W 121 ,f W ®p W W TIGARD, OREGON ® 0 C� F— LU — W � W : F— U) — U N —� -P > > > W Q Q Q > cr 1— �,� CLI N TO ST 0 � o N �- P� -o 0 ,- � < o 0-) co LO C:)* �- S ELMH JRST S o 0 NO�C ��- HERM OS WY \ P SIN B V FR NK ST ST N �/ �- GO ZAGA ST i O S Cn ! " I I OJAMPT r ST 00 Tigard CRESTVIE ST1-4 \ \ ,.l �,P sw Q V RN Q °' ; 4- TRACT \ \ CREEK f ��' �, ST ® ,t.�o0 l r \ \ 1,r RAMP --._, C ELSEA � TO City of Tigard Erosion Control 1 a, _ \ LP = FIR TLP To Schedule Inspections: l M 00 T'14 4P �Za Ma --_—_ 75T > Call (503) 639-4175 'T' 75 inspection. I N t -A pi < i�na�r to footing ins ian "'3=-.-< ,-,, .a- ti (, : - •7.t t 1 i .._, „J I ^Q^ SAN Final inspection: `, > DR = DBURG F I v _------ ---- to Pr y E I _ }® OD S T m ¢ ipr first building ink = � � 4 STtn I a- TECH CEN ER DR 87TH CT RTHUR CT' i 5 ANNLA I f J 0 0 _ 7 7 z 41 w o CN _ ;.jµ 7940 HUNZIKER BUILDING s . Y _ VICINITY MAP y o —1� �_ �- 1` .�� S r .,� �.�," -Ij G ..`,`\ ' - _ _ v. v-`i s` i �- PA R CEL 1 -- Iifll i( t� V - w -_-__._'_-_ y'i. * •.Sj'Yti::4 >' T + j, _ sr CITY CI6 �VRLI�AIi I a a a ovTo�Aproved MKLI ............. .... .SITE INFORMA TION K• --- - — TAX MAP 2S101 CA00400 drtionallyApproved•.R.R........R i . - See Letter to:Fo I low Q Q •LKf[treflesLLsasLsr 1 '^ - j VJ VJ N PARCEL 1 — 4.67 ACRES Attached...... .......... — Permit Numb t, M- Permit t: TRA CK B — 0.53 ACRES - ---- ; 1 Address- . ! - EXISTING IMPERVIOUS AREA = 4.0 ACRES B . `� D W .. Y PROPOSE© IMPERVIOUS AREA -- 4.0 ACRES 0 � w — (/� Q W I— R 1JI I __ i1i1t Y r - TOTAL DISTURBED AREA — 0.84 ACRES W a i' _ A IIII _ J1 EXISTING LANDSCAPE AND NATURAL AREA 0.65 ACRES I � " 'i\` ' 9 Approved,rKwflKLtrireKKerL.tts'L�esKsrL t✓"�` _� l ��—'Y fl �w / r it-- _ - _ PROPOSED LANDSCAPE AND NATURAL AREA — 0.89 ACRES -S _ 7-'� �® Conditionally Approved•riRR.....R..■ {� _ - -- —UVV t See Letter to:Follow.................. Atta hed.. FKKLRL..R.LRRi _-- _ — co v _ Permit Numb Is SHEET INDEX _� Address: _ z vn cn - C1.0 CO VER SHEET By: Date: << W z SS C1. 1 GENERAL NOTES LIABILITY 0 0 z z } C1.2 EXISTING CONDITIONS The City Of Tigard and its U:) w C2.0 SI TE PLAN & UTILI TIES employees Shall not be, W o 0 PROJECT Sl TE C3.0 GRADING DRAINAGE & EROSION CONTROL responsible for discrepancies Q W C4.0 PUBLIC RIGHT OF WAY IMPROVEMENTS which may appear herein. W z Q J C5.0 STANDARD DETAILS - Q 0 C6.0 STANDARD DETAILS SPECIAL 1 rlol�� oeln � DEF 0 W 0 0 30 60 120 Mate of Oregon tructural pecialt,Cod® Fire Sprinkler W W 1 p Y �� tt, a �`�.. � SCALE: 1" = 60' _�� Concrete and Reinforcing teal . It4e�haai�a� � w U- �eoinsta.led in Concrete Plumbing } W U) �ie�•icait W Special Moi-nent-Ra si ling Concrete Ewe Truss EngineerIng W Shop Drawings , o �elr�'�r�ing Steel�Pre�trevn��-feel T�rvi�� thhezwl-g � i� tm�tural welding High-Strenght Bolting Approved plans " o N N W LL 3 Structural Ma sq shalt be en iib sits . W � o X El Reinforced Gypsum ConcreteLL- Ll L insulating Concrete Elft OFFICE CO SHEET N0. ` C Spray Applied Eire-Resistive Materials Pigs,Of lied Piers and Caissons LO Q ShotcretQ Ellll Special Brading,Excavation and Filling ■ <t 11�Lm r L XSmoke-Control Systems- U- < ystems- a C thor Inspections _- _ - JOB NO. v GENERAL NOTES WA TER NOTES 1. ALL WORK AND MATERIALS B�THECITHE 2� OF TIGARD. OCHAPTER APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS RUCTION ASADOPTED AND MODIFIED STORM ®RAIN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF TIGARD PUBLIC WORKS STANDARDS; THE OREGON STATE HEALTH DIVISION ' CHAPTER 333; AWWA AND APWA STANDARDS. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. ADMINISTRATIVE RULES, 1. APPROVED PIPE MATERIALS: k 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR' TO CONSTRUCTION AND ARRANGE 2. WATERLINE SHALL BE DUCTILE IRON PIPE -- CEMENT MORTAR LINED AND SEAL COATED -- AND SHALL CONFORM WITH ASTM 536, AWWA THE FOLLOWING MATERIALS ARE ALLOWED FOR PUBLIC STORM DRAINAGE CONVEYANCE SYSTEMS: FDR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH AND DESCRIP71ON OF C151, AWWA C104, AND AWWA C111. WATERLINES SHALL BE CLASS 52. FULL PIPE SECTIONS SHALL BE 18 FEET IN LENGTH WITH PUSH ON EXISTING UTIL171ES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS THE ENGINEER OR U71LITY 77 TON JOINT. A. CONCRETE PIPE, ASTM C-14, CLASS Ill MINIMUM. WATER TIGHT JOINTS REQUIRED. WHEN USED IN PUBLIC COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS ADDITIONAL UTILITIES MAY EXIST RIGHT-OF-WAY THERE MUST BE ONE-FOOT MINIMUM COVER FROM ROADWAY SUBGRADE. WITHIN THE WORK AREA. 3. ALL PIPE SHALL HAVE A MINIMUM COVER OF 36 INCHES BELOW THE FUTURE FINISH GRADES IN EASEMENTS AND STREET RIGHTS-OF-WAY UNLESS OTHER MEASURES ARE APPROVED BY 174E CITY ENGINEER. B. REINFORCED CONCRETE PIPE, ASTM C-76, CLASS !1I MINIMUM. WATER TIGHT JOINTS REQUIRED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING COND177ONS BEFORE THE START OF WORK. C. DUCTILE IRON, CLASS 50 WALL THICKNESS FOR PIPE SIZES UP TO 12 INCHES; CLASS 51 WALL THICKNESS FOR THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING 4. GATE VALVES SHALL BE DOUBLE DISK TYPE WITH RESILIENT SEATS PER AWWA C509. BUTTERFLY VALVES SHALL CONFORM TO AWWA 14 INCH AND LARGER; WATER TIGHT GASKETS REQUIRED. WHEN USED IN PUBLIC RIGHT-OF-WAY THERE MUST CONSTRUCTION CONDI TIONS INDICATED AND/OR SHOWN ON THE PLANS SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE C-504. BE ONE-FOOT MINIMUM COVER FROM ROADWAY SUBGRADE. CLASS 52 WALL THICKNESS REQUIRED WHEN COVER CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UN77L REPORTED TO THE PROJECT ENGINEER FOR CLARIFICA77ON OR FROM ROADWAY SUBGRADE IS ONE-FOOT MINIMUM. ui O CORRECTION. �., 5. COPPER TUBING SHALL BE TYPE `Kn SOFT FOR 1" SERVICES AND RIGID FOR 1 X• SERVICES. D. CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE (HDPE) - SMOOTH INTERIOR (ADS N-12 OR EQUIVALENT, (D 5. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON U77L1TY NOTIFICATION CENTER. THOSE RULES MAXIMUM 30-INCH DIAMETER CONFORMING TO AASHTO M--294 TYPE S) WITH WATERTIGHT GASKETS. CONCRETE ®� ' ARE SET FOR774 IN OAR 952-001-0010 THROUGH OAR 952-001-0090. 774E CONTRACTOR MUST N077FY THE CENTER AT LEAST 2 2 w 6. ALL WATER METERS TO BE INSTALLED BY THE CITY OF TIGARD WATER DEPARTMENT. HEADWALLS ARE REQUIRED FOR ANY EXPOSED ENDS WHEN USED IN PUBLIC RIGHT-OF-WAY THERE MUST BE BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION 1-800-332-2344. TWO-FOOT MINIMUM COVER FROM ROADWAY SUBGRADE, CLASS 52 WALL THICKNESS REQUIRED WHEN COVER j 0 6. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. Z FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED PER CITY STANDARD DRAWINGS FIRE HYDRANTS SHALL BE CENTURION FIRE HYDRANT AS FROM ROADWAY SUBGRADE IS ONE-FOOT MINIMUM. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED BY THE PRODUCED BY MEULLER CO. OR EQUAL, WITH A FIVE AND X-INCH VALVE OPENING, THREE PORT NOZZLES, TWO 2-INCH HOSE NOZZLES, UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED W17HOUT PRIOR WRITTEN APPROVAL FROM THE U77LITY PROVIDER. AND 4-INCH THREADED PUMPER NOZZLE ALTERNATIVE FIRE HYDRANT MANUFACTURER'S AND MODELS ARE: CLOW VALVE COMPANY, E. POLYVINYL CHLORIDE (PVC), SEAMLESS PIPE WITH WATER TIGHT GASKETS: w 7. THE CONTRACTOR SHALL PRUNE ALL VEGETATION, AS NECESSARY AWAY AND UP FROM THE STREET AND SIDEWALK. AS WELL AS MEDALLION MODEL NO. F-2545; M & H, MODEL NO. 129; AND WA 7EROUS, MODEL NO. WB679a ALL FIRE HYDRANTS INSTALLED FOR A # ASTM 3034 SDR 35 FOR PIPES UP TO 15-INCH DIAMETER. 2: (� Q ASTM F769, FOR PIPES 18 TO 27-INCH DIAMETER. LLQ* ANY ROOT PRUNING AS DETERMINED BY 174E ENGINEER. THE CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING THAT IS TO PARTICULAR PROJECT SHALL BE THE SAME MANUFACTURER AND MODEL. REMAIN. * ASTM C900 DR18 FOR PIPES UP TO 12-INCH DIAMETER. 8. ALL TEES, BENDS AND BLOW-OFF LOCATIONS SHALL, UNLESS OTHERWISE NOTED, HAVE POURED IN PLACE CONCRETE THRUST BLOCKS * ASTM 0905 DR 25 FOR PIPES 14 TO 30-INCH DIAMETER. 8. CONTRACTOR SHALL NOTIFY THE CITY OF 71GARD 48 HOURS IN ADVANCE OF STARTING CONSTRUC71ON AND 24 HOURS BEFORE CONFORMING TO THE CITY STANDARD DRAWINGS ALL FITTINGS SHALL BE RESTRAINED WITH A MEGA-LUG FOLLOWER, OR APPROVED * ASTM F-794 FOR PIPES UP TO 30-INCH DIAMETER. RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS EQUAL. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A. STANDARD SPECIFICATIONS. ALL EXCESS MATERIAL FROM THE 9. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, AND OTHER MATERIAL IN THE ROADWAY3 TRENCH SHALL BE DISPOSED OF ON AN APPROVED SITE. 9. PIPE BEDDING SHALL BE AS PER APWA DIVISION Ill, SECTION 301.2.02 AND SHALL BE lA -0n CRUSHED ROCK. AND WHERE INDICATED ON THE PLANS MATERIALS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE 3. PIPE BEDDING, PIPE ZONE AND BACKFILL MATERIAL SHALL CONFORM WITH GRANULAR BEDDING AND BACKFILL t REGULATIONS 10. TRENCH BACKFILL SHALL BE CLASS B PER APWA DIVISION Ill, SECTION 301.2.04E IN ALL PUBLIC RIGHT-OF-WAYS OR PAVED AREAS IN REQUIREMENTS OF A.P.W.A. STANDARD SPECIFICA17ONS AND SHALL BE 3/4"-0" CRUSHED ROCK, 10. CONSTRUCTION VEHICLES SHALL PARK ON THE CONSTRUCTION SITE OR AT A LOCATION(S) APPROVED BY THE CITY OF TIGARD. THE PROJECTS. CLASS "B". NORMAL HOURS OF CONSTRUCTION SHALL BE 7:00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY; CONSTRUCTION IS PROHIBITED ON 4. TRENCH COMPACTION SHALL BE PER A.P.W.A. STANDARD SPECIFICATIONS TESTING IS REQUIRED. qql- SATURDAY AND SUNDAY WITHOUT WRITTEN APPROVAL FROM THE CITY. CONSTRUCTION AC71WTIES INCLUDE ALL FIELD MAINTENANCE 11. ALL SANITARY SEWER LINES WITHIN TEN (10) FEET LATERALLY OR EIGHTEEN (18) INCHES VERTICALLY OF A WATER MAIN SHALL BE �7 OF EQUIPMENT, REFUELING, AND PICK UP AND DELIVERY OF EQUIPMENT AS WELL AS THE ACTUAL CONSTRUC77ON ACTIVITYY, ENCASED IN CONCRETE OR CONSTRUCTED OF DUCTILE IRON WATER PIPE WITH WAIER77GHT JOINTS 5. IF DRAINAGE FIELD TILE IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PROJECT r•., 1 11. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA, LEAVE IT IN A NEAT AND SECURED ENGINEER AND THE CITY'S INSPECTOR. THE INTENT WILL BE TO CONNECT ANY FUNC770NING DRAIN 77LE SYSTEM TO MANNER. AND OPEN TRAFFIC TO ONE LANE IN EACH DIRECTION. UPON COMPLETION, THE CONTRACTOR SHALL LEAVE THE PROJECT 12. SANITARY SEWERS CROSSING A WATER MAIN SHALL BE MADE AT APPROXIMATELY 90 DEGREES AND HAVE EIGHTEEN (18) INCHES OF THE STORM DRAIN SYSTEM IN AN APPROPRIATE MANNER. SUCH CONNEC71ON MUST BE NOTED ON THE AS-BUILT AREA FREE OF DEBRIS AND UNUSED MATERIAL. VERTICAL CLEARANCE. OTHERWISE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON WATER PIPE WITH WATERTIGHT JOINTS DRAWINGS AND MUST BE APPROVED BY THE PROJECT ENGINEER AS WELL AS THE CITY'S INSPECTOR. 12. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES FOR A DISTANCE OF NINE (9) FEET FROM BOTH SIDES OF THE WATERLINE. 13. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND 13. THE MAXIMUM ALLOWABLE JD/NT DEFLEC170N SHALL NOT EXCEED TWELVE (12) INCHES PER EIGHTEEN (18) FEET OF LAYING LENGTH. J, o SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET 774E INTENT OF THE PROJECT CONTRACT GENERAL TRAFFIC CONTROL NOTES = i DOCUMENTS, APPLICABLE AGENCY REQUIREMENTS AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. 14. THE VALVE STEM FOR BUTTERFLY VALVE SHALL BE LOCATED ON THE STREET CENTERLINE SIDE OF THE WATERLINE UNLESS OTHERWISE Q U `' °h r CV NOTED ON THE PLANS OR DIRECTED IN THE FIELD. ALL PIPE IFN (10) INCHES OR LARGER SHALL HAVE BUTTERFLY VALVES 14. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PR07EC71ON TO INCLUDE, BUT NOT BE LIMITED TO, GRADING, DITCHING, STRAW 1. TRAFFIC CONTROL DETOUR PLANS, PROJECT SCHEDULE, AND PHASING PLANS SHALL BE PREPARED BY THE CONTRACTOR. THE INITIAL TRAFFIC WATTLES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT PROPERTY. SEE EROSION AND UJ SEDIMENT CONTROL NOTES AND PLANS FOR ADDITIONAL REQUIREMENTS 15. ALL NEW WATER PIPELINES UNDER CONSRUC71ON SHALL BE PHYSICALLY DISCONNECTED FROM THE CITY'S EXISTING DISTRIBUTION SYSTEM. CONTROL SCHEDULE PHASING PLAN MUST BE APPROVED BY THE CITY PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THIS DOES NOT RELIEVE d.-l) = TESTING AND THE CONTRACTOR FROM SUBM1 T77NG UPDATES AS REQUIRED DURING THE CONSTRUCTION OF THE PROJECT. •r--� I CONNECTION TO THE EXIS17NG DISTRIBUTION SYSTEM SHALL BE MADE AFTER PASSING HYDROSTATIC AND BACTERIOLOGICAL � 15. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL PROPERTIES/BUSINESSES ADJACENT TO THE PROJECT. THE ACCEPTANCE BY THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT, WATER DI VISION. HYDROSTATIC TESTING SHALL BE MONITORED BY CITY '- o 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY PR07EC71ON AND DIREC77ON OF TRAFFIC IN ACCORDANCE WITH THE MUTCD, ODOT STD DRAWINGS, Q� o CONTRACTOR SHALL NOTIFY AFFECTED PROPERTY/ BUSINESS OWNERS A MINIMUM OF 48 HOURS PRIOR TO ANY DRIVEWAY CLOSURES STAFF. BACTERIOLOGICAL TESTS SHALL BE TAKEN BY CITY STAFF CERTIFIED AS DISTRIBUTION OPERATORS BY THE OREGON DEPARTMENT ODOT STD SPECIFICATIONS, AND CONTRACT SPECIAL PROVISIONS SEE ODOT STANDARD DRAWINGS TM820, TM840 AND TM841 FOR ADDITIONAL 4-4 I `' N a AND ASSIST PROPERTY OWNER WITH ALTERNATIVE PARKING. PEDESTRIAN AND VEHICLE ACCESS TO ENTRANCES SHALL BE OF HUMAN SERVICES DRINKING WATER PROGRAM. CONNECTION OF NEW PIPELINES TO THE EXIS77NG SYSTEM SHALL BE OBSERVED BY CITY MAINTAINED AT ALL TIMES THE CONTRACTOR SHALL PROVIDE RAMPS OR OTHER APPROVED METHODS FOR MAINTAINING ACCESS TO SIGNING REQUIREMENTS t �',, ��- 0 •1 ENTRANCES RAMPS SHALL BE ADA COMPLIANT, APPROVED BY THE ENGINEER, AND INCIDENTAL TO THE CONTRACT WORK. STAFF. . USE TEMPORARY PAVEMENT MARK BARRIERS BARRICADES AND SIGNS AS REQUIRED TO SAFELY DETOUR PEDESTRIAN AND VEHICLE TRAFFIC I 3 3 U TEM A VE ERS, AROUND CONSTRUCTION. LABEL TYPE AND LOCA77ON FOR ALL ITEMS ON TRAFFIC CONTROL PLANS 16. HYDROSTATIC TESTS. THE TEST SHALL CONFORM WITH AWWA C600 THE TEST PRESSURE SHALL BE 150 PSI AT THE HIGHEST POINT OF i ..- i �, .� 16. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE cn PROJECT ENGINEER. THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT THE WATER IS NOT CONVEYED THROUGH UTILITY ELEVA71ON IN ANY SECTION. THE DURATION SHALL BE 120 MINUTES AND SHALL BE MONITORED BY CITY STAFF. 4. APPROPRIATE METHODS OF PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL, INCLUDING FLAGGERS, SHALL BE EMPLOYED BY THE CONTRACTOR TO THE ` `� BENCHES AND 774E NATURAL FLOW PATH OF THE SPRING IS ALTERED AS LITTLE AS PRACTICABLE. EXTENT DEEMED NECESSARY BY THE TRAFFIC CONTROL SUPERVISOR AND AS APPROVED BY THE CITY AND THE ENGINEER TO PROTECT WORKERS OR N 17. DISINFECTION: PIPELINES SHALL BE FLUSHED AND DISINFECTED BEFORE PLACING INTO SERVICE, DISINFECTION SHALL CONFORM WITH AWWA THIRD PARTIES AND SAFELY ACCOMMODATE TRAFFIC THROUGH THE WORK ZONE. �� 17. ANY INSPECTION BY 774E CITY, COUNTY, STATE, FEDERAL AGENCY OR PROJECT ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE C651. TWO CONSECUTIVE SETS OF BACTERIOLOGICAL SAMPLES, TAKEN AT LEAST 24 HOURS APART, SHALL BE COLLECTED FROM THE NEW ,, CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITYPIPELINE. HIGHLY CHLORINATED WATER USED FOR DISINFEC77ON SHALL NOT BE DISCHARGED IN THE CITY'S MUNICIPAL SEPARATE STORM 5. THE CONTRACTOR SHALL COORDINATE' ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT ,r, STANDARDS AND PROJECT CONTRACT DOCUMENTS LIMITS SHALL BE MAINTAINED AT ALL TIMES. TRAFFIC PLA IES SHALL BE USED AND SECURED iN A MANNER ACCEPTABLE BY THE AGENCY ACROSS `n<i> 0 SEWER SYSTEM OR SURFACE WATERS. APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS CONCERNING DISCHARGE SHALL BE ( ) o 18. ALL RADII INDICATE FACE OF CURB OR EDGE OF PAVEMENT, AS APPLICABLE. ALL DIMENSIONING IS WITH RESPECT TO FACE OF CURB. FOLLOWED. ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT ALL TIMES. AT NO 77ME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES 19. IT SHALL BE THE RESPONSIBILITY OF 774E CONTRACTOR TO PROCURE ALL APPLICABLE PERMITS, LICENSES, AND CERTIFICATES 6. CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, MAIL DELIVERY, TRASH PICKUP, SCHOOL TRANSPORTATION, RELA77VE TO THE TRADES TO COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED. COMPLIANCE SHALL BE ROADWAY M AND ANY OTHER SPECIAL TRANSPORTATION SERVICES THAT EXIST WITHIN THE PROJECT AREA. ONUMENTA TION NOTES �� . AT ALL LEVELS, FEDERAL, STATE, COUNTY, AND LOCAL, RELATING TO THE PERFORMANCE OF THIS WORK. Z EXISTING SIGNS THAT CONFLICT WITH CONSTRUC77ON SIGNING ARE TO BE COVERED OR REMOVED AND REINSTALLED AFTER CONSTRUCTION. �v¢ 61 a 1. CONTRACTOR SHALL PROTECT ALL EXIS77NG SURVEY MONUMENTS IN THE WORK ZONE. A� � to 20. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION IN8. GRADE CHANGES WITHIN THE TRAVELED LANE OR A VERTICAL CHANGE OF MORE THAN 1" WILL REQUIRE TEMPORARY HMAC RAMPS WITH PAPER JOINTS ACCORDANCE WITH THE SPECIFICATIONS 2. CONTRACTOR SHALL REIMBURSE THE CITY FOR ANY DISTURBED MONUMENTS PER THE BID ITEM PRICE AS NEEDED. y "' o ' SHOWN IN THE BID SCHEDULE. 21. THE CONTRACTOR SHALL PROVIDE TO THE CITY PROJECT MANAGER AND PROJECT ENGINEER A 24 HOUR CONTACT PERSON AND PHONE NUMBER. J. THE CITY SHALL PROVIDE THE MONUMENT LOCATION AND POST CONSTRUCTION SURVEY MAPPING. 9. THE CONTRACTOR SHALL PROVIDE SAFE, STABLE, AND ACCESSIBLE ACCESS TO ALL DRIVEWAY AND PEDESTRIAN PATHS AT ALL TIMES. TEMPORARY INTERRUPTIONS IN ACCESS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE PROPERTY OWNER/RENTER AS REQUIRED. 22. TRENCHES AND PAVEMENT RECONSRUC71ON AREAS WILL NOT BE ALLOWED TO REMAIN OPEN AT NIGHT. SIGNING AND STRIPING N ( ) 10. CONTRACTOR SHALL MAINTAIN ONE 1 , MINIMUM 12' WIDE RAVEL LANE THROUGH THE PROJECT SITE AT ALL TIMES UNLESS OTHERWISE APPROVED BY 23. PROPERTY LINES SHOWN ON ALL PLAN SHEETS ARE FOR GENERAL DELINEA77ON ONLY AND ARE, BY NO MEANS, MEANT TO THE ENGINEER DURING WORK HOURS, AND TWO LANES OF TRAFFIC AFTER WORK HOURS ANY DETOURS/CLOSURES IF ALLOWED, WILL NEED TO BE Q Q Y 1. ALL SIGNING AND PAVEMENT MARKING MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICA77ONS OF o REPRESENT THE ACTUAL BOUNDARIES. APPROVED BY ENGINEER IN WRITING PRIOR TO COMMENCING WORK. PROVIDE BARRELS, CONES, SAFETY FENCING AND SAFETY TAPE TO DELINEATE THE U) c N INE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D), 2008 A.P.W.A STANDARD SPECIFICATIONS, AND CITY OF TIGARD EDGE OF THE TRAVEL LANE Q 24. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL NECESSARY TEMPORARY SHORING OR OTHER STRUCTURAL STANDARDS SUPPORT TO COMPLETE THE WORK. 2. DIMENSIONS ARE APPROXIMATE. ALL TRAFFIC SIGN POSITIONS AND PAVEMENT MARKINGS SHALL BE APPROVED IN THE FIELD BY THEEROSION CONTROL NOTES w z w �e 25. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS, AND THE APPLICABLE INTERNA77ONAL ENGINEER PRIOR TO INSTALLATION. FOR RESTRIPE CONDITIONS, IF DIMENSIONS FOR EXISTING STRIPING VARY FROM THOSE SHOWN ON 9 3: � u; BUILDING AND PLUMBING CODES. PLANS, CONTRACTOR SHALL PROVIDE ENGINEER THE EXISTING DIMENSIONS AND GAIN ENGINEER APPROVAL PRIOR TO RESRIPING. w = a D D U O 26. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLA77ON AS NECESSARY OF ALL PUBLIC AND PRIVATE U77LITIES FOR THIS PROJECT J. CROSSWALKS, STOP BARS, BIKE SYMBOLS, AND ARROWS SHALL BE THERMOPLASTIC. ALL OTHER STRIPING SHALL BE PAINT. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ANY DISTURBANCE CAUSED BY GRADING AND SHALL CONFORM TO INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, NA 77JRAL GAS, 4. REFER TO STRIPING AND PAVEMENT MARKING DETAILS IN THE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS THE REQUIREMENTS OF STATE AND FEDERAL REGULATIONS, 71GARD AND CLEANWATER SERVICES STANDARDS, AND TO THE SPECIFIC PLAN AND STREET LIGHTS, ETC. DETAIL REQUIREMENTS CONTAINED WITHIN THIS SET OF PLANS NEWLY CONSTRUCTED OR MODIFIED INLETS AND CATCH BASINS ARE TO BE PROTECTED IMMEDIATELY UPON INSTALLATION. TEMPORARY SEEDING AND MULCHING OF EXPOSED SLOPES SHALL BE COMPLETED WITHIN ONE WEEK 27. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AFTER ROUGH GRADING. AND RECULA77ONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING, ERECTIONIINSTALLAT70N, FALL PROTECTION, GUARDRAILS, ETC. 2. IN THE EVENT OF ANY EROSION CONTROL MEASURES FAILURE, IMMEDIATE AC71ON SHALL BE TAKEN TO REPAIR, REPLACE, OR CONSTRUCT U) ADDITIONAL MEASURES AS REQUIRED TO ENSURE ADEQUATE EROSION CONTROL PROTECTION. w U) U)28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, SIDEWALKS, OR PAVEMENT. z J. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED REGULARLY, PARTICULARLY DURING AND AFTER STORM EVENTS, TO ASSURE ADEQUATE o az 29. CONTRACTOR TO REMOVE ALL EXCESS MATERIALS FROM THE PROJECT. PERFORMANCE. SEE THE STANDARD EROSION CONTROL DETAILS FOR ADDITIONAL MAINTENANCE REQUIREMENTS. 0 = z o wwi-= 30. ALL JOINTS BETWEEN A.C. AND CONCRETE STRUCTURES MUST BE TACKED AND SAND SEALED. 4. PROTEC77ON OF SURFACES: U O w o c/) 31. WHEN MATCHING EXIS71NG PAVEMENT, SAWCUT TO FIRM PAVEMENT. MINIMUM SAWCUT IS 1' FROM EXIS77NG EDGE OF PAVEMENT OR A. INSTALL STORM DRAIN INLET PROTEC77ON AS SHOWN ON THE EROSION CONTROL STANDARD DETAIL TO PREVENT SEDIMENT FROM ENTERING Ix Q o _ AS SHOWN ON PLANS THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. PROVIDE TRAFFIC CONTROL DEVICES AS Fw- z cod NECESSARY. z Q 0 U) 5. PRIOR TO ANY SITE EXCAVATION, ALL CATCH BASINS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED FROM SILT INTRUSION BY COVERING w > U W THE OUTLET RAP WITH FILTER FABRIC. CLEAN THE FILTER FABRIC AS NECESSARY TO MAINTAIN DRAINAGE. REMOVE FILTER FABRIC AND CLEAN U _ THE CATCH BASINS FOLLOWING COMPLETION OF SITEWORK. w w c� muj 6. MAINTAIN AND REMOVE ALL EROSION CONTROLS AS SPECIFIED ON THE STANDARD EROSION CONTROL DETAILS AND NOTES. THE CONTRACTOR SHALLw u REMOVE ALL ACCUMULATED SEDIMENT FROM THE CATCH BASINS, MANHOLES, AND STORM PIPES PRIOR TO ACCEPTANCE BY THE OWNER. EROSIONw o CONTROLS SHALL BE REMOVED MTHIN 30 DAYS FOLLOWING FINAL STABILIZATION. oc a w t-- w 7. IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST, WHERE ON-SITE OR OFF-SITE DAMAGE IS LIKELY TO OCCUR, ONE OR MORE OF THE N o FOLLOWING PREVENTIVE MEASURES SHALL BE TAKEN FOR DUST CONTROL: Z u) O A. MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH THE USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION o PRACTICES <<'„ N N W B. THE SI7E IS SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRY OUT OF MUD ONTO STREET, REFER w y o TO STABILIZED CONSTRUCTION ENTRANCE. D Y C. SPRAY EXPOSED SOIL AREAS WITH DUST PALLIATIVE. NOTE, USED OIL IS PROHIBITED FOR USE AS A PALLIATIVE SHEET NO. .N = 8. PERFORM REGULAR MAINTENANCE AND INSPECTION OF EROSION CONTROL MEASURES MAINTENANCE AND INSPECITON LOG TO REMAIN ON SITE AND AVAILABLE TO CITY OF OREGON CITY STAFF. 0 Q 9. ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS SHALL BE ADMINISTERED RESPONSIBLY WITH DISPOSAL AND ,+ UL SPILLS HANDLED IN ACCORDANCE MTH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. U- < JOB NO. FHA-05 BASIS OF BEARINGI YER11CAL DATUM. UTILITY STAII:MENT.- SOUTH LINE OF PARCEL 1 - N60*50'56W ELEVATION DATUM: NATION GEODE11C VER11CAL DATUM OF 1929 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED PARCEL 1, PARTITION PLAT 2007-064 FROM LOCATE PAINT MARKINGS TIED IN 'ME FIELD SURVEY. LOCATED IN THE WEST ONE-HALF OF SECTION 1 BENCHMARK: WB15 - 2" 13RASS DISK THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS NOTES: PROVIDED AFTER THE FIELD SURVEY WAS COMPI ETED. BUILDING OVERHANG TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN LOCATION: SOUTH CURB OF SW HUNZIKER STREET, 30 FEET EAST AS-BUILT DRAWING INFORMATION THAT WAS NOT PROVIDED 1. BUILDING AREAS AND/OR DIMENSIONS SHOWN HEREON ARE OF THE CURB RETURN. IS NOT REFLECTED ON THIS SURVEY. CJMNN--SIGNAL POLE - RAILROAD CITY OF TIGARD, WASHINGTON COUNTY, OREGON BASED ON EXTERIOR MEASUREMENTS. THIS SURVEY MAKES NO GUARANTEES THAT THE ELEVATION: 181.56 FEET UNDERGROUND U11LITIES SHOWN COMPRISE OF AH SUCH EXISTING ASPHALT SURFACE FIELD WORK DATES: 12/07/2012 THROUGH 12/11/2012 2. THERE ARE 92 REGULAR PARKING SPACES, AND 1 UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES SHOWN CATCH BASIN HANDI-CAP PARKING SPACE ON SITE. MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS FIELD WORK DATES: 01/02/2013 THROUGH 01/07/2013 (s S) HORIZONTAL DATUM SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBI IF HORIZONTAL COORDINATES ARE BASED ON OREGON STATE PLANE FROM THE INFORMATION PROVIDED. EXISTING CONCRETE SURFACE (NORTH ZONE) - REFERENCE FRAME: NAD 83 INTERNATIONAL UTILITY LOCATES WERE PERFORMED BY APS LOCATES, INC. SANITARY SEMR NOIES STORM SEWER NOTES SURVEY FEET, PER PARTITION PLAT 2007-064. UTILITY LOCA11ONS MUST BE VERInED BY THE S N STATE UTILITY NOTIFICA11ON CENTER EXISTING GRAVEL SURFACE SANITARY MANHOLE Ei�fl STORM CATCH BASIN 135261 STORM CATCH BASIN z IMMEDIATELY PRIOR TO ANY EXCAVATION. RIM= 154.24' RIM= 151.32' RIM= 151.07'IE IN 10" CONCRETE(E)= 147.64' IE 2- METAL(SW)= 151.32' (DRAINS ONTO GRATE) IE 6- CONCRETE(W)= 148.38' EDGE OF CONIFEROUS TREE IE OUT 10" CONCRETE(W)= 147.54' IE 4- METAL(NE)= 148.37' IE 6- CONCRETE(S)= 148.31 WATER AB13REVIATIONS: (APPROXIMATE DIAMETER IE 4- METAL(SE)= 148.53' IE 3- METAL(N)= 149.05' uj BREAST HIGH AS NOTED IE INVERT ELEVATION SANITARY MANHOLE RIM= 152.04' STORM MANHOLE f-3-531] STORM CATCH BASIN FF FINISHED FLOOR El FVA11ON DECIDUOUS TREE IE IN 12" CONCRETE(E)= 138.79' RIM= 154.10' RIM= 151.04'(APPROXIMATE DIAMETER IE IN 10" CONCRETE(E)= 141.21' IE IN 48- CONCRETE(E)= 144.58' IE 6- CONCRETE(N)= 148.28'0 BREAST HIGH AS NOTED) IE IN 12" CONCRETE(N)= 138.84' IE IN 12" CONCRETE(N)= 149.00'AC AIR COND111ONER IE IN 38.79' IE IN 12- CONCRETE(S)= 149.70' F3-12-0] STORM MANHOLE TAL PIPE UTILITY POLE IE OUT 12" CONCRETE(S)= 138.64' IE OUT 48- CONCRETE(W)= 144.52' RIM= 151.34! (D W1 UNDERGROUND UTUTIES AND STREET UGHT SANITARY MANHOLE 2-58-4] STORM CATCH BASIN F EXISTIN MANHOLE IS LOCATED ANOTHER 96.7' RIM= 153.72'G 20' WIDE NW ALONG HUNZIKER ROAD 0 WATER IE IN 12" CONCRETE(N)= 149.07'BOOK 435, P GE 312 RIM= 152.11' IE OUT 12' CONCRETE(S)= 149.07'IE IN 12" CONCRETE(N)= 142.56' -A ><IE OUT 12- CONCRETE(E)= 142.41' 2750]F RIM= 150.57'SANITARY MANHOLE-BOLTED & SEALED uj IE IN 6" CONCRETE(E)= 148.37'RIM= 145.31' IE OUT 60 CONCRETE(S)= 147.67'1 2" CSP*SANITARY MANHOLE-BOLTED & SEALED STORM CATCH BASIN RIM= 153.72'RIM= 147-74' IE IN 12- CONCRETE(N)= 150.72'IE OUT 12- CONCRETE(S)= 150.67'SAN SANITARY MANHOLE-BOLTED & SEALED TRACT 'B' PUBLIC SANITARY RIM= 148.29' 132431 STORM CATCH BASIN-OIL TRAP PARTITION PLAT PUBLIC SAR'ITARY 12" CSP* RIM= 149.16'2007-064 WIDTH VARIES ftft* TOP 2" PVC NTH ELBOW DOWN(SE)= 146.81 r-ATER WIDTH S *AS PER CLEAN WATER SERVICES GIS MAP NO CAP W DATED 03/23/201 0 EDGE OF WATER Q_GE Of�WATER __0U TFAIl--STORW IE 48" CMP 143-05' .AN.CRE TRACT '13'n.31 SAN SAN SAN-SAN .........36. 0 7. 0 c'; 7 00 CAP il O t, N,Q,CAP.APPROVED FLOOD PLAIN PER 2.4 w : 5 0 1:5 W 55.65 PARTITION PLAT TRACT 'A' .7 (:D IL4 ------- i=4 T'ION PLAT R PART] IPNITP IN, �-4 2007-064 L.....a 24 FOOT ACCESS EASEMENT BIKE RACK AREA 2.06 ACRES FOR BENEFIT OF PARCEL 2, 00 TR Ljr) ACT 'A' AND TRACT 'B'-064 PARfl'nON PLAT 2007 2 ...... GO kn 1,4 0 <A- I S, -ME !jE4 :5 1*5 EE ASE OF PARC"E_L FLOOD PLAIN PER CITY OF TI GARD GIS R4;28.5,��TRACT--,"Y B Ff E 6 i�DO CUM E N.T,�2007��Q_ IEl.TION PLA _c PARCEL 2 CONNECTION PARTI T 01-064 c) '2L AREA 2.59 ACRES 2007 W LLJ 03 LLI 3: 03 PARCEL 1 15 30 60 0 cn 03"0311 F35311 z'301 SCALE. PARTITION PLAT U) i1> 20 -064 07 CLEANOU 7940 SW --2, T < AREA 4.67 ACRES ol Iuj AC UNIT ol z w U) ui lly w TOPQGRAPHIC LEGEND: 3 io u STM STORM SEWER LINE ow OVERHEAD WIRE 6' CHAIN LINK FENCE NTH 3 STRAND C14 x X-X- c 0 I 10 FOOT STORM, SEWER > > FLOWLINE BUILDING LINE . .....z 506] U) P Z IPARKING STRIPE ER BOOK 835, PAGE SAN ol w uj SANITARY SEWER LINE WATER LINE 0 G GAS LINE a z U3 UJ ol I0 T TEI EPHONE LINE 0 > )3" R ICE-A f TILITY LINE IS BELIEVED TO CONTINUE U EASE LLJ cl -nON CONNEC11ON NOT LOCATED OR UNKNOWN 13RICK SEC U) Iz w E OF BUILDING < cl x ALAT z 2750 0 MAJOR CONTOUR 5' INTERVALS MIN l' INTERVALS -ES Lu z 21=52 z < w U) 0� Lu 0 FOUND 5/8* IRON ROD NTH YELLOW PLASTIC CAP STAMPED . .. ... 7-"NORTHWEST SURVEYING, LLC- - UNLESS NOTED OTHERWISE uj uj X z w SANITARY SEWER MANHOI F -io- UTILITY POLE u') 0 Cl EANOUT so BOLLARD E 0 STORM SEWER MANHOLE GATE POST LL UY %K co T 77 7 CATCH BASIN MONITORING WELL .7777777777 Vj 0 C14 EN 977�097055 7 T,��NUM ER uu IRRIGATION BOX GUY WIRE LLI U) WATER MANHOLE ROOF DRAIN U) WATER VALVE 0 UNKNOWN STAND PIPE?FIRE HYDRANT TITY cm LLJ 0 FIRE DEPT. CONNEC11ON GAS VALVE C6 84 c%j Lo 2825 ui 91 WATER METER 122-57831 POWER METER 2585 SHEET NO. lie dmm*Al u") C) U- m U- JOB NO. K FHA-05 r HINGED DEFLECTOR TO FACILITATE CLEAN—OUT GRATE 45 BEND N RIM ELEV. (SEE GRADING C!J (D PLAN) L J 0 15 30 60 ui 12" MAX-go, 6" MIN ®-.-- 24 X 24 X 36" SCALE: 1" = 30' "LYNCH" CATCH BASIN, OR 06 DEFLECTOR APPROVED EQUAL � JP PROPOSED LEGEND W PROPOSED 4" 24 USE PIPE MANUFACTURES ADAPTER CONNECTOR OR 0 SANITARY VARIES EXISTING PIPE "FERNCO" FLEXIBLE COUPLING WITH STAINLESS PROPOSED CURB -� SEWER STEEL CLAMPS OR APPROVED EQUAL. � ` .` ` " a ,`�! .` " ` . ,' • :_ � CONNECTION r+r`•`.`r .`.' LANDSCAPING AND OPEN SPACE � TEE, WYE, OR 45, , \ h PROPOSED CONCRETE TEE OR WYE BEND �: Lij L YNCH CATCH BASIN ADA OR VANPDOL SIGNAGE N.T.S. � I — ..._ x ; - T p n y ` FLOODPLAIN I CONCRETE WHEEL STOP fi C a D�` a ELEV. 146.00 a, ea k k _ _`fix ` ti EROSION CONTROL WADDLE ,° • .y _r - ` .` , " -y ,_n ,` - , e ° _ , L . .� . t ,` e ` ` yt .k ik < , THRUST BLOCK k ,;. 001 : 1 . kt 4 8100 SW HUNZIKER ROAD d— ,` / / o FIRE HYDRANT °y t t ` a •. ` • . ! l' c k .. .. t c ` + y - 4\ a t, t L " • y L kV/-,/t/ ` a + t y ,k u``c k c ky r' y k y ` Awr a tL t _ `I. M !. a• ^' i Li a TV a L c y e v. to ` . ; t' k. t�` ` Ly ' Iv L k a ' u . kL � 4k .. ra `Y t . ` L ` a ,^ ` k^ - '^ i.e =` v Y L` , _ s` t` ` `` kL •.< L " 4` t t1 ¢ _ ` k ` ` k k t` , n ♦ _ _ a - i 28 - 4 at 4 H y y`k • L a ti . 4 k . L ` . PROPOSED I ` ' ` c �yry� "�` i -t"•k _ r ` a 1 ` _ _ . <`L e t k a nL y ° k`to c �'- c` - \` r. L ` ll " 'Am a ¢ c`' 4Y y ♦ 4yi'k v _ ' t. y - t 1, k t y L fC ; ` . _ . `k ` . ` ` L '' v 4 PA < `� �� - ,i .. • 4�. ^ , . _k . � . •_ a .` E k .. ,_ = i t .. t a .. •` • r . , - ny x -SA ` ^ � . � • .k ` , _ � PEDESTRIAN � � rt-��' i 13 PARKING SPACES 4 y k _` r t ` ° L WALK—WAY 36 COMPACT N n k k - _.- L _ r k k' 4 as t .• � t. ak 1 ti` ® , . •. ta • . �y i a , ` t , ` L 4. 4 . ; - . , _ , a - ,~kn . "-. , - ytL `k , yy . , L .. , � Y ` - , ` , . n �`` t\: ' L • n" " ! �— sP ��.! 67 STANDARDlk `r • a °a t• ` ...♦ + •a,,,,••a■•`•r r,,,,a•l,•!•!,•••••e a,a ar•r,r,•r k rk•,a k!ra,•,r r!.•a•,k kk!,,a aa• •'•,,••r r a,! •!a a,••r a,! rr,r,a ra k •,■a!•`•,r,• a!r,!,a a ar•r•r ,!r••,• a ,!r`•a,r! r,,,r r r•■r!,r!•!,•!a,`t••r•r•a•a,,`ra,•a!•a • ■e L`y""k:t�4 kt `-:.py t y r.- '•, t y _\t`1 aFt..4_., _n; t.4' ``�J,, 4n k . •._a 4 ka` K" y y�J` + r. �t,- a_k}k tk . ak k a na . .. - k. t' F y L_` ., yL.-y k~4 k' L 2 4ak' v k + k k:a's - n + --°`'•...4 ` u atte• ! ..n x, S,�•N'L y` a. 4 _ k.+a,y+ r., L '.` .k -k ik ` k 4 t , ! • a , • ek t! r. ,.¢• lk ' P'• A® 01%44 ` ♦ a Q'.�1 LANDSCAPE AND NATURAL AREA .._ 0•EL.s� cli A r a SASAN 0.65 ACRES NATURAL AREA• n h SAN<■ ` � NO — .-•1 ?•'.� 0.24 ACRES LANDSCAPED AREA O O •- •. •a _ O O .. a• k a k 4` _ k4� • . -! t = 4 k - . a k , �; 17q LANDSCAPING U PROPOSED 4000 SF ^�, k • ° a a 4 ` ` • . ° + ` 0 VEGETA TED FIL TER STRIP k ;' h- Q W1 TH FLOW SPREADER 40 29 -- ..ti :� PER CWS DRAWING 796 31 / MW >>_ • a .f. 27 AND DETAIL SHEET 5.0 ,o� ' 2 r 1919 43 ` 19.7 -, • s 38 . , • :=:all , CONSTRUCRON NOTES, i N o ci 24 ACCESS ❑ _ EASEMENT / 25 \18 , ''_ / ❑ (TYP • : °y 0 04 SEE SHEET C4 FOR RIGHT OF WAY IMPROVEMENTS. r. 0 0 -•—.� �..•a_. I ._! i N ¢, L 14 FOOT DIRECT LIGHT POLE 110.0 28.0 I 0 10 WA TT 1SHOWBOX DIRECTED ATOS THE NORTH. Y COORDINA TE W?THH 120 12.0' 76.66' "'" 22.0' ri :.� L� ELECTRICAL. .. -� 26 (TYP. a • ; ' / 23 ) INSTALL 8 DOUBLE DETECTOR CHECK VALVE WITH FDC AND VAULT _ a , o o 40.0 (TYP.) -•�'_: t , _ �� r w PER CITY STD. DRAWING 533. w zco (2) L ADING PROPOSED BIKE Y` 18 5 a 5.1 41 ' � -• o o - � SPA ES RACKS LOCATION ( •) 38 ` : .:, 23 INSTALL BIKE PARKING RACKS PER STRUCTURAL PLAN. o • a �C • s _ — 46 } a ; =- 24 INSTALL 4" INSERTA TEE SANITARY SEWER CONNECTION. .� a Mw ! lk O `l'(� ' 26' MIN. 25 GARBAGE ENCLOSURE, SEE STRUCTUAL PLAN FOR DETAILS. rr yl� _ ( •) c C c c c c c c . • ': .::: 26 INSTALL LYNCH STYLE CATCH BASIN OR ADJUST EXISTING CATCH PROPOSED ADDI TION ' � ° k ''�:: BASIN TO FINISH GR DE. CO NECT TO EXISTING PLUMBING.7940 SW HUNZI KER ROAD 26 ` - i I 28.0' ; , A N it :'':' C� N FFE = 151. 95' • a • ! PARCEL 1 , - a�; ;:: 27 INSTALL 4000 SF VEGETAED FILTER STRIP WITH FLOW SPREADER Q a 7.5 (TYP. 39 , • •-:, r PER DETAIL SHEET 5. 19, 92 7 SE 2S101CA00400 r _ F •+rt . • , < X 28 INSTALL 5 WIDE THERMOPLASTIC PEDESTRIAN WALKWAY STRIPING. 3 3 3 3 3 3 • U ui __-_--.m-•-_- 68, 148 SF • k 45 • ` `'� 29 INSTALL THREMOPLASTIC ADA MARKINGS AND SIGNS w ~ Q:) 154.9' o :f. FA -- k • 'A - 'd-- ' o EXIST. LIGHTING a — — ; F , a 30 INSTALL VAN AND CARPOOL PARKING SIGNS ON ALL SPACES ! �.: o LOCA TED ON FACE OF .;2 a 6.6' • r :_ -'a r LABELED VP. N -- w— — EXIST. BUILDING BUILDING C) � • • :-; x — ■ c c c c c c • ` 18 I,` • 4 31 INSTALL 4" SAINTARY SEWER LATERAL, 133 LF 2,% MINIMUM SLOPE. ,o FFE — 151. 95' , COORDINATE WITH MECHANICAL PLAN. d ` a •� a ` ` INSTALL WHEEL STOPS ON ALL NEW PARKING STALLS. v) 16.5 (TYP.) 44 36 ck� 28.0' ! T{: 2~ �` _,.....___ `• LANDSCAPE -'- I z f— v� Q ! STRIP ` • a 37 EXISTING FIRE HYDRANT. z •L _T .-____._.._ a (� 43 ` =:- "' F . ;r! " _c\j 47 _' ! Ln 8 PAINT CURB RED (TO IDENTIFY NO PARKING FIRE LANE) ��- Z z { • U z O 5.3' 18.5' TYP. �-' w (TYP.) p SAS :: _.�=.�= 39INSTALL 1150 LF 6" C900 FIRE LINE TO SERVE HYDRANTS AND � � � � 2 38 o L v4mQ' S.6 , — — t = RECONNECT TO EXISTING BUILDING FIRE SERVICE. a w 16.5 x t • k 40 INSTALL FIRE HYDRANT ASSEMBLY PER CITY STD. DRAWING 542. a z 7.5' 7. ( P. 13• a ! :,° k INSTALL METAL BALLARDS FILLED WITH CONCRETE FOUR SIDES AS w �)` ` SHOWN. z v r • -1910 w > P w Lij --- �FN�_ '� # `'\ \ 44 �Sp, - 01 ` a(; REMOVE EXIS77NG FIRE VAULT AND APPURTANCES. CONNECT FIRE t� — ._ • a a 41 w w v� 47 , ^, oy, o • `�=- SPRINKLER LINE TO NEW FIRE LINE. m_ , 26 W a I - WA 42 INSTALL 8 WET TAP AND TAPPING VALVE FOR NEW FIRE SERVICE. > w LL ow— _ — ow — ow _ — ow _ _ — o — — ow — �w — — — _ow — — ow — o•��• s� 37 43 INSTALL FIRE HYDRANT ASSEMBLY PER CITY STANDARD DRAWING Q W --g 542. ` ``` . 44 4 EASEMENT L6' POWER 1 40 ! 44 INSTALL 6" 45' BEND, MJ WITH THRUST BLOCK OR RESTRAINED z ` � EASEMENT I � � — — — — — — JOINT. — — — — — — — — r » » o 45 INSTALL 6 x 8 TEE, MJ WITH THRUST BLOCK. N M w CD SW WALL STREET � N Lu Q — — — — — — — — — — — — — — — — 46 INSTALL 6" 90' BEND, MJ WITH THRUST BLOCK. 47 INSTALL 6" 22-1/2• BEND-lie , MJ WITH THRUST BLOCK. SHEET N0. •N n - - C Lo U- 7 Ll_ Q JOB NO. FHA-05 _ _i _ -- - s 0 I loo- PROPOSED LEGEND 0 w t .-,•,-,•,•.•.•.-.•,• LANDSCAPING AND OPEN SPA it- ,� .� I ___ 1 PROPOSED A.C. 3 HMAC, LEVEL 2, 112" DENSE ..,.`-. .'--•_;, •-- '` PROPOSED CONCRETE PG 64-22 0 CD Y-f >.. ,,:,,. _1,:; , U O 2" LEVELING COURSE, 3/4" (MINUS) � FLOW ARROW 0 15 30 60 6" REINFORCED CONCRETE PAVEMENT ELEVATION ® 1 W1 TH 6X6 WIRE MESH uj --- _ % 8" CRUSHED ROCK BASE, 3%" (MINUS) I I .� . ,. 3/,� 4a: 1. , r- =- :i..:- (977 COMPACTION-RELA Tl VE DENSITY) SPOT ELENA 170N SCALE: 1 = 30 +C/7 ' 2 CRUSHED ROCK BASE, 4 (MINUS) ► FULLY COMPACTED SUBGRADE 0 W%0 FULLY COMPACTED SUBGRADE =) 0 I I 1 I I ► (957 COMPACTION-RELATIVE DENSITY) .C)000 o - EROSION CONTROL WADDLE (957 COMPACTION-RELA T1 VE DENSITY) W w NOTE: A.C. PAVEMENT SHALL BE COMPACTED TO 92% OF RICE DENSITY. I cz W 0 CON CRETE PA® SECTION A. C. PAVEMENT SECTION 0 � �_ N.T.S. N.T.S. 2: rl%%j 0 Q CONSTRUCTION NOTES: w ::D '. . �, - 1 , .- � I � �. I � I - A i% 1 . �� .: I ,------,_ , I I .- ' I _� " . ___ I I" 1;1 ". 0 - I � * , . - / I , ___ � ,... , - I 9.. �, � lk r i . k �1 � � . l t I , - \ � ` ' �' �, � , k - -----_ '. // IO SAWCUT AND REMOVE EXISTING ASPHALT OR CONCRETE. ,' I 1 � ;. I � I k� . .. � 1 • �i, I .%,� .t . �i 11 1. ''_,_�_� , 11 E 41 � �tk t ii a 1 , Ik as x . . '' �� .1 CONSTRUCT STANDARD CURB. ` • �. a ` y - ,. Ll. t y L k ., a k . t \ i kL - t t k k t t. \ /' . I k a •. ,- , m\ ; • ` L £_ / " 03 GRADE PER SPOT ELEVATIONS TIONS AND TYPICAL ASPHALT �'�. t .. ` ` .. .- y \- e t t to ; x . a k .. , _ t \�S,jn' e .-�k ' I` Q � � SECTION. I 11 • • " .. y . . 11 1 - k L t. 4 _ . i ` N- 4 ,. .. ,f* k1 .��L`__ 4 u x `\ - I ' ,` a t L- _ `L ` .. ' k ` -' . y� a �. ,�' A.. I .` Tr ` c `` kk - I L Fia_ '.k vR 3'.` �;. ` ` `c 5 L t''\ a a\r:c t.• 1-`'4 c` ` ` k `` �f/// L. L .` k , a t� \ 6 4 SEE SHEET C4 FOR RIGHT OF WAY IMPROVEMENTS. k 1 . t t I. ` ` -1. t , ,� L • [ _ x - �- _ °."^a�"'�y 4 k _ a t\may.. 4 , ,, - < t kk �AQ4 k ° .; t '� ` tt t F k �` \ �, `„,.:c° � t t r k y . Ysa kt ` . • . k y 5INSTALL INLET EROSION CONTROL PROTECTION. t{ \ o• s e - � r i ` ,. < k L ` e r. k t a ' k .. - t l L �` k 4- a . k u r i`e, t I , , ` k Y e �`1. "rSr 1 . L ' k , r t k t z k t k =S tn� y" - .. ` t , am` r ,. ` ' k 1 k t " .. L ` L < , - 1 ` t Z k t at ` ` ° ` %Z c ` t a t k r x f.''arcPt' t ° .. r - `- i``' k . k • k L \� 7 I - a „ �` Y ,\t L r L k - x � I .. F � � , k / 6 INSTALL SEDIMENT FENCE OR STRAW WADDLE PER DETAILS. C„ /N • e x t • n e s ,. ., < rE. s t `may t . _ l �. j I '* - I c '� k �, ' • i k t x e Ic l k 1 L k 4 4 L i ` �, k a a - k. a 4 ` e i. . x v ` 1 .- x t < w aP 1:-.,*, .�_ /tel r1 I 'i ` ' t ` t °' a '' y k i • • L • i • e `'... L k _ - y_ t t y t a x /� i' eS;F' , ' 11 �y r • ■ . r • ■ .' • • k ' ' 7 INSTALL 5 CONCRETE SIDEWALK. , ■ • , • ra • i r , r a ■ a � a a , ! , ,: t `s - ` ��- NC TE IDE ALK. o, .� I _ Al l ■ a ! ■ Y ■ ! ■ a a • ■ a ■ a 1i • , L , ■ • ■-,• L , , k e L < k e t- I Titin,s ` l..; L t k i t • t L t a r t ■ a • • '., • .. k t a k a 1 I S k _ a ■ . , • , a s r , • r • ! r ■ -- a y• • , s , r • a ■ s aI 1,_ k i s ! ® C3 1 N -IIIIIt a ' t k L � • ! • ! ■ r i ! • a , ■ t , • t • , /Y , • ! t r ■ t ■ a • ! • ! , ■•a a L.t y _E i. a t k .. k k r k k . .. k k ' VII ,. G (ry - ! ! a • • ■ • i i • a , ! /It �■ a ! e ■ a • a • • • a i • • • - a - t k , r. \ r. • . x . c t k . ' k • - k : x t a - t i t L t a ■ • ■ t ■ •`.,� M r i • a a • • • r t k k k k k a t , INSTALL ADA RAMP WITH IRU C 0 i �` k. ' L k a ■ • a • , ■ ■ ■ a ! ■ ! • • • a k a • • r e • L ! ! ` a a ■ a ! • , r aa,' , a k •. k L,--5'. k k r . ,. - ■ -.-. • i • t ■ ■ • r a a �._ `k . . , a t L . L . L a ::: $ N A TED DOMES. � 0 , o 0 / k e , a , a-._ a-� r r--,' a s , a a • r ■ • t r ■ •� r e A 00 W) t r ��• • r • t t • t a • ! t ! \ -�_. _ _. k L k SAID . t 'Tj ■ • • -■ ■ ■ ! ■ ■ r ! ■ • t ■ ! ■ ■ ■ ! \ • ! k .` _ «. tSAI .. t SAN _ I. i .. i r t t i • • a r • a • t c E-- -'. e. r. < k ` k :l 11 a • t t • ! ■ ! c a • S s SAN , - -= t ti_... r' I ;. a r r ■ • ■ ■ ■ r ■ ■ s • ■ • k t Cd 6 yC I • n t - t 7 j k - _ ! ll t Y I _ k �� a t i . ,f . . kk INS TA r �- LL CONCR TF TI t E PAD OR ASP ALT PAI P SE ONS .` k. H NG ER C u s . t _ 9 k c k - w- .. k e _, c � e _ _ - t k k r -. c t x a . y. r k k t a ` k r t _ --t _ I _ _t5t.5fi ;. 151 t ---=- _ _�- �--'`` a Q) ? o I .t - - r. t t l Y ��k k k t rs ! k k y k k . a >-- k - t i•`T _,_ k k t h e a ��' _ L -, -\k - c E k f ------1 a x _ i A4 k ` 1 9.91 - t t . I ,,i•• _- k 4 '. ` , ,d •, N o _ _ k :� r k �T 15 .4 __� k t i 149. 8 _ INSTALL 14 FOOT FIBERGLASS DIRECT BURY LIGHT POLE WITH .N••� v k r - t k k a k k J k -_C'---- t ,. i 1 0 j coW liJ - L •k• k c a t l % t t . / _� I� _ l k i t .. l x i 'J,il� ..tom ';-. k y k 7.,. .: : :.� :, - - r s i - i - O - .� _ 0 ! . �_ _T_�_, X D RECTED TO THE NOR17-1 COORD/NA TE o ao , a > . _� � 15'1.55 W � r' O �-+ t5 �' U., . k I ...: WI TH ELECTRICAL. N a __ .. z , _ � _ t1. . 1.48.Qo I f` 8 � 151 68 `• � � � >. . I _: 0 �T 7 , cn _ . - Mw . - -,, 1.10 151165 ! TA I o _ r - �. _�__ �' NS LL BIKE PARKING RACKS PER STRUCTURAL PLAN. ® .� :. - _. 0 - _ . . I 149.88 3 23 - 32 l ,,J; �5r�51 (� ; 1 --------, �' _ - I L t 2 AL W 2 BREAK !N LANDSCAPE !BLAND FOR DRAINAGE. �, r - ,'''. 14 80 '148.44= 1 151.90 1 �1 9. • . _: • 1 ' i -j '2 6 488 148>00 a (- 33 SEE LANDSCAPE PLAN. _ i // 1 1 / \ ! 1_ - -.:.�- i.:r•� - ..-�. • ■ k I X0 e-1 ft _--_-- '' - -- a - ) :i $ INSTALL VEGETAED FILIFR STRIP PER CLEANWATER SERVICES N I 9� r __ o_ _• >f: {.. ..- 1 86Ill . 4 .�• 1 I t o I �- - - �- I I' ! . , _ <;::• L1DA DETAIL 796. �.: v' 01 . 1 9.7 I 15.-4 . ,.. I I ' w • I • a _ �� r - ( •� ,,I I I - i A =I 2 . v:- + a : '." ! ,� - .� - - 'I f_--,\ I'LL. 14 i �� I a i i \ 149.16 - I" 11 ►; �\� 150.00 149.75 151.90 I I .• • , , (� Imo -- (.31� 1 I _/ 11 1.7. Mw 149. �' ,� =: , J � J �p," t , - :%;Z _(,,�l, _ _. . . N_ . -.. .1 I __� k 03 - @__ •' �.. -,•-ttt a , 1. T ` 1 I 11 I 0 w CST' 6' \ .� I ` I L. a R ,`.- �Z -"; " 1 9,9 14 84 STOP SIGN LOCATION CL_ z --i '? o .l..__.___._____._________,- a I 1 .95 t a :_ _.' (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK 0 o u �p a• � --- ----- - ) -., 149. 9 • ,:.._.... Jv 4I . L J'�,_z:r� 150.31 PERMANENT SIGN INSTALLATION STRIPING �'� _ZO cv 11 M F a I PC/PT 'lcS� Rl '� - -- :r 150.03 9. 9 `; =Y�: R ��bl w ::��l w 150.82 _� . } o p� Mac 03 #- • 0.2 SIDEWALK _ _ a CURBSIDE 03 _ 4 3 v, VJ V a 1 C 5 0 P RO_ E :A� rTi::. p . 6z P� _ � �S D DD N_� f �� t:� �"-_•- ___ . :. • ,- ., _. : 150.oo �- � I ._ _..:.:�:� 0 � �\ o 03 _- = 7940 SW HUNZIKER ROAD • _° r, If mz ( 1 t' , s 4 151.38 a ' . I o.so� o ' -1 149,85 ` ` •- r a t ...1_ t �:7 - .. . f • �= i TRUNCATED DOME s 1. C1 t,:' DETAIL s )L x- ,_. _ 1.:, \ EXIST. BUILDINGle� w w 5 . � � • e � P .zeGi tit - i. , _ . - 1 I FFE o 151. 95 i tp 1 �k 1 ti W �- ADJUST CB TO �J: FINISHED GRADE 1 1.6 . 1 1 4 a , ' ti' A� \P� � ti� w o 15146 ay I ' ¢ _ JP �`', r 3 T (\j r r a • a1f-. j O ."" , . O O O _.._ I I.447 0 0 0 �LQ�,Q' EXPANSION --- . • , '.• l z{� J 4, JOINT (TYP) _'---- --- :.,\ \ 1 r III I—- 1 1: s a 'fi::: `a F Q Y W --- 3. ! a O O O P_ - Q z�- d x. r {`. is ">' i c PC PT 1. a �_ I. i _j` PC/ PT If I 1.1. 7 151.59 51:80 a - I CRAMP WIDTH -\ 1. • -•• VARIES I _ --� u-. .X a 151.83 • t`.'? r RAMP TEXTURE `i' �-- 1. • z ,\., 2: ■ • • + PATTERN DETAIL PLAN VIEW ac fL. a z �- :8 . a t i cn - 0 _�'" - �' ti • S • r' • a j + w W F- _�__.__ �� ---- ,_` :_ f. 151.47 :r �- 1. U w O ---~ i` GAS a • • I 'i. 1 A A r r� w IJ.. r__.. 1 41 2 155.28 5.22 151.80 Y `t co 1 55. '' -.-- --,- -- L ---.� a 1 cii z uj U 155.41 j... ; • _ ----- --- ----- - w 56.22 \ _ `- - I - ---- FLUSH D J D J D D . .. - ' - - • • �� _.. .._. - - - z ._. - + I 12: t_ F - ■ f Q - 03" _ 15 17 15 71 _ 1 .7 151 33 I (, I- 1 Q Q�+ _ . - -<. . 151.95 I +~�� ` 151.66 �` a ! : i �I i=--;� _- _ -' _� n - - . 1. x - ! I 1 -- -- /� i -!- , 1 _ _ �___I__ _-.I - _ -_ a - w 3 >t 0 a I _ - -- I- Y •n \_ _ -_ - _ _ _ j t( IV J Cn I i'� Z I �i I� - �.� - ..,......moo a -, -- -..' � : I 4 r,I -I I -- .d„_- U os �_ -_- - 155.74 a z _�_rIl _ n; ��. ', o,C �--W-� a - • - I- i I `II - _ I. w : :... ..�... .ter'r^w�.-._. _...-.- �4.�_._... ,._.:_>... �.L_ -'.. �:.,�. .., k : �,. _- � i.,'••- ■ I (n .. , .n o a \ _ of-- I C;; n a r J I a t a ■ '-.--.,-, ... . - ,\. ':�, r'"^ ��--� .� I'II 150.96 - _�I I =IG', - �•� C�°_ :I, Q - � _ - _- �.�-._ _._ 4 P.C. CONCRETE SEVEN - w:. t': \,� \ - - �- ?` --- - _ �- - - - ; \. `\ 151.49 Ii�'I _I^, ��_ - l n _ c� _ 156. __ k7 \ _ - 153.3 y �5 , 03 EE 15 .29 I - - n -II._iii U • II I r i t `n _- _ ___ _ - - ------- � • 2 3/4 -0 AGG. BASEROCK o Q - . I -1 I � -STM ( f $ 1 .37 _ w o > _ .,, _ I I I � - • U) w _- _ _ _ ��- • _ 1 .3 1-51.90 - z �:; --�,� ----.- ;`: I - - _ .. SECTION A-A W o \ I,_ - Lemmow _ _ - _� - - 7".7 ow ow ow �.` T- Iii `_ - Qw _ _ m • �� 9 1 NOTES: ¢ W kj vv - _ -____S29'34'f 0°W 657.50'___-_-- - - - w w __` ow _ ® o o--a- r s __ __- _.----- ------ _ �� -- ., 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. -�� --�_-_- ---- - � _ » N ,_ _ "� \� - - ��`�-�` ---__-_�_ ___-__ �_- V _ ---- _ # 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4 DEEP AND RAMP PANELS SHALL BE BE z co - --_ r ------- - __ _-- - ------- �- -�_ 5 ':� , EDGED ON 4 SIDES. � -�_ _ '�� - - - -- _------- - _ - ------------------ - - - _ - - `-----_� '' 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. - _ - - - - -- - - - Ln 4 SURF HAL HAV MED UMBO M FINIS `- � _ -- -_._._- �, ACES L E A i R 0 H. C> 7sc, _ - -s d I_ 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. N N L6 _~ _` _ ` ` DATE REw�flN NO SCALE � N Q �- SW WT REET 3-10-03 ADD TRUNCATED DOME DETAIL �----\\_ - - ENGINEERING DEPARTMENT 3-10-03 CONC STRENGTH 3000 TO 3300 WHEELCHAIR RAMP Q A-6 �,� �s w. 13 2 SNC HALL BL STANDARD CORNER 1 28 I:,. _ - `1 } \ TIGARD.OREGON 97223 -'._- - -- .---------.__ '--- VOICE: 503 839-4171 f`'� CITY OF jIGARD FAx �so33 6B4-7297 -- ---------- SHEET N0. ai . � - - aneoaN . f _ O a U Q U- ► = JOB NO. UL FHA-05 a_ CONSTRUCRON NOTES. 11 CONSTRUCT 30' COMMERCIAL DRIVEWAY. 1 INSTALL ADA RAMP WITH TRUNCATED DOMES PER DETAIL. NOTE: N PARKING OE ANY KIND SHALL BE 0 12 REMOVE EXISTING DRIVEWAY APRON AND REPLACE CURB AT EXISTING ROADWAY 20 INSTALL BIOBAGS. REMOVE AFTER PAVING. ALLOWED ON HUNZIKER ROAD OR WALL STREET C) GRADE. 21 INSTALL THERMOPLASTIC CROSSWALK. RELOCATE EXISTING SIGNS. COORDINATE WITH ENGINEER. BY CONSTRUCTION EQUIPMENT, TRUCKS OR 13 E 34 REPLACE EXISTING ASPHALT/BASE ROCK AND MATCH EXISTING ROADWAY 14 PROTECT EXISTING RAILROAD CROSSING SIGN. SECTION. WORKMAN PRIVATE VEHICLES. w a 15 LANDSCAPE PLANTER STRIP AND BEHIND SIDEWALK PER LANDSCAPE PLAN. 35 SAWCUT 3 MIN. FROM EXISTING CURB FACE 2 w 16 CONSTRUCT 5' X 10' CONCRETE PAD FOR RELOCATED BUS STOP. RELOCATE EXISTING BENCH TO NEW STOP. 17 ADJUST MANHOLE, VAULT, OR VALVE BOX TO FINISH GRADE. CK 0 a w • 21 .. L1® 0 n3: _1`a 11Tf I *2!e Zn 1 1 1 1 1 1 U 20 12 19 � � J SW HUNZIKER ROADco to"1111'' '. S— NtlS Nt/S NbS Nb5 r --- NdS NdS NdS NVS. NbS NVS NVS NVS NVS vs NVS-- NbS Nt15 17 17 16 -- 34 35 - 15 12 34 35 ., 20 35 11 _34 13 14 q ELM _ .-..._ ..� p _ Eummmmagm 099Mm9mmmosm ... — _. — — rZ T,. _ r rn . �lj. �,�' — -- -- - - - — - -- - - - -� r"— - - y y y y y d0000-o ® � � r � cq N \ 'l' y . :: �► > y y Nis y y wls vdvis y wlsy y - ., 31 y y y y y . y W1S Nis •v M NIS y M M y y M M M 1 y M .. --- -- y e a d y y M M M M y Was M M 1� y y a► �I D Da I .� .. D d•• D a a•• a' y .N y y y y y y y - y y D ° y° D e B a 4 D • I 4� _ y y 1S 31 e _ a D_ D �) ; 0 3 y y y Y a D a D :° a D d - •. 'D•p '" W1S '. W1S - .. D p'e a D, .. .. D a R .p D '°. - c p. p Wl D a d• .°' P -a D a' D D D D a° D a $ p D• I y _ ' D D _ •D i i-+ 7 NIS _ _ - D r - D. d a= D- D' -D -D --- -- a •e _ p- - p - _ D• - d .a d - - - - d a D - D, - .b• _ D D- D O 5 D \ cn _ _ _ .a• a _ ._DD ° e Da _°., D .a -- _ - _ p p D -D- a• .a p - -°• .a. ••a ep•. D' p D• D A 4. � � I ; O U �' . ' _• •° - -• • ' •'. . D - "d°.'. °: .° .. D - - -D .•a a > .. p - d .D d - a .. - D•, b: 'd - p..' D D p d d - - - - - :__: i O .: :_-. - •�a c •. - D. ' '- '' - .- ° D. •e•• Db• - .° ° °•'. d. - D - D •° _ -°° D °. -' ° '• DD-' _ _ - a._--•-. - ,.D. D .. -p - D d- - p 'D.. - ^ iy Qt a a ° p- D p• ° ° a :, D a d D D a a D. D -6-a- a•' -3.-_ D D- D• a a D p D d °D D d —�-- - --• e' D 6. D D D a e- y Sl D. D a° ° D D D _ ° -a a D _r e. d e—b ° _v y N I :: I •rr D D D p e D °' -A DD n D a e y y al y yy ^. . _ d: y y yy { Vl e D D d D : -�-- a d• 4 �d a' n y y y y y y y y yy CC� t y y y y y y y y y y y y y y y TY 0 .� y y _ _ y y _. y _ . - y y y y y y y y y y y y y y y y y y y Ey ,. — -- — __ - - y _ y (R 0 y y y y y y y y y y y y y y y 1- f OPER —y— y �. y y y C--y---y ( I u . y y y y y y y y y y - - y P; g4 y y y y I ._ iM y y y y y —y— —y— - - - y y y y y y y y y v' I y y y y y y y y v . . y y y •v y y y { y y y y y y y y y y y y y y y y y y y y y y N k. y y y y y y . - - y .y- y —aE y ' y -a�- y. y v — - - - -- -- - _ — - - - - - - Po AI _v y Q IV 61 I I I z 0 0 > m p .n o ,C w EXISTING DRIVEWAY MATCH WIDTH &'GRADE _ A 3/4" R � EDGE � _ _._. R/W UNE SEE NOTE 3 v¢) rain � N CURB JOINT 5" /F D 6 5 MIN. SEE NOTE 5 ROW -- CL • Y SEE NOTE 4 Z V .� Z 2% - tv ZQ Q ,, - =..•r. 6" 5u =_ - -�•---" DRAINAGE BLQCKCUT 5 MllV SIDEWALK �o o J CL w w C'•S •+ m ROAD ` ,.. Y :�•:•r 3 I.D. SCHEDULE 40 o Q U v ui ._ J � QOt� Lo � Y - - - __=,- DWI {ABS OR PVC) w SEE I- -I - coW 2 Q PIPE W/COUPLINC o o v o _, s. v LANDSCAPE DOTE 3 LANDSCAPE EXISTING - 2" OF 3/4"-0" BASEROCK l f - � e SEE NOTE 2 ° - - - - - - - - - - - -- - __ _ _ - n G, 0, �:. :�;;:- - -" 1fi" STRIP STRIP PARKING LOT � � I - - - - - - - _ - - - - ____ - - - -_•_ - COMPACTED SUBGRADE t D �� — — — -_ — __ __ — , L 0 A SIDEWALK ADJACENT TO CURB3(}' - :. . MAX <: ~� ��• 1©' MIN 3' CONCRETE CURB EXIST. CURB EXIST. PAVEMENT co z 2 v) EXIST. GROUND z 2 �� MIN. Row LA R/W ,, o I w 6" s Boz z PROJECTED TOP " MAXYPICAL ROAD SECTION SW H ROAD > - 0 (� -,. :.�•,• ..^ .+r r.•rig? A � - I OF CURB 21� � � .,, a co J J -�-�.-- N.T. w 2 OF 3/4n-Ow SASEROCK _ 0NOMS: COMPACTED SUBGRADE • Pe: * . '. °� �- 1_. 1 4r ¢ w c- ,��n •._• I��I��' VARIES DC f r 1. TRAVERSE EXPANSION JOINTS T{� BE PROVIDED AT EACH PAINT OF TANGENCY ��!61 A'. ons s � ; �:�, a; . I 1DE11ALi A ' FROM BURR , . ._ 6 x s 1 o GA MESH 0 w _ OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING -y�: �; f-� ,SII�I�11� — — i�-rl SEE NOTE N4. �4 cn n. NOTES: TO A MAXIMUM OF 2C FT. „-tat-STI-TI-I) I a W Q 2" OF AGGREGATE t 2.5 0 UL a = 1. CONCRETE SHALL BE 3 P,S.I. AFTER 28 DA'B'S, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL �E(;'��J ��A (3�/4-_Om) COMPACTED �EQ. EQ. TYP. j w � u_ OF 1 1/2 TO 3 . NTH A MINUMUM THICKNESS OF 1/2 . / w o 3. TRAVERSE CONTRACTION JOINTS TO BE SPADED NOT MORE THAN 10.FEET APART ��- � `��ry �u �. �' - Z . �� ,��• , ,�� w 2. PANELS TO BE S FEET LONG. w WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. ti � ,n v� 'ti«s +�"¢ `�� :' �fi t��' �cy ,'i,r i�t�,' w � O LL �> ,r LOCATE to 3. EXPANSION JOINTS TO BE PLACED AT SID OFDRIVEWAY APP HES THERMOPLASTIC � � �� , �� ct �,;��r.: �� ,, � o ES APPROACHES. O P SSIVE STRENGTH SHALL BE A MiIUUMUMI OF 3300 PSI AFTER 2B DAYS. ., .t , „ # _:. �: - ,.; i, � . cn 1. CONCRETE C M RE 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS, j: .,,,�: :,� : ,, •- cn cn UTILITY 'VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET, TYP. � � ;.�; � � s�� +�, ��; ,��yg f,�: PER PLAN O 2. CURB JOINT SHALL BE TROWELED NTH A MIN 1/2- RADIUS ALONG BACK OF CURB. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET ; kr � w 0 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME 11MIE AS THE �_ �, -_� Lo CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2 RADIUS. AND MAX. OF 3 FEET FROM PROPERTY LINES. `� ..:�' � r � �tw�R� °,,s �>>r ;;. �� {: N �; iw- o / 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED C Q z 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. t z Q � CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.. " ( � a� OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. 8 X fi 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. SHEET NO. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK NTH 3" DIAMETER 18" TYP. = SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 0 �` � CROSSWALK LINE MARKINGS- AOL" fir: ��, sc� �-�� r�. nr� �� raa sc��IDI RE1�E ` �a+GMWAc�ARWr sttn p. c rusENQ 0� rEfiO MUG DEP T ; N.T S ; 13123&x ,. +ern ENMkM Ra CURB PWM . = 1'A�IQARt DRAY arc. � . 0 5 10 20 ,{ f31�5 S H14t1.8LV4 00 M tU!SAM OEM Fm t - wfff"W77w + .�u.Y 1 IDE 41�t1. } ,ut.Y ao� v °°" m VIt LAHD APE STRIPS �IJOB NO. _ ®T1f QF' Fft dF.1>Milrl f My OF 1 FM wwsn p ria DANSCALE: 1" = 10" FHA-05 r i i MAY 13E USED SHORT TERM W/ UTILITY WOK AND W/ EXISTING PAVEMENT DID OUT REPAIR SAW CUT OR GRINDING I ANGLE FILTER FABRIC PHASING OF DEVELOPMENT FENCE TO ASSURE SOIL IS TRAPPED l j FLOW _Eu _ _' Y��rr' V.O 1+70 tIj'�+U t7',f•oy r; .+U �� t? ' ., +._r z.��':.-. ��rti o INTERLOCKED ��L - .90-0 AB ��.,�t•�-,-• AGGREGATE BASERt?CK n t +�`.r7 4 �}1 r, - V 4`,��,�• 2"x 2" POSTS AND ATTACH PLAN VIEW Q 0 NTS AREA DRAIN U COMPACTED A E CTEQ SUBGf� D CATCH BASIN uj uj USE STITCHED LOOPS LOCAL TREET : N minimum OVER 2"x 2" POSTS NOTES: from toe Mope. FLOW 1. BURS' BOTTOM OF FILTER FABRIC Ow AC - 6" CLASS "C" ASPHALTIC CONCRETE, VERTICALLY BELOW FINISHED GRADE. I.J� + " '� �' I JLCH NO CLOM P M =co - - �' AB - 4 (1--1/2 - 0 ) AGGREGATE BASEROCK „ ` 1 2. r x z FIR. PINE 4R STEEL Q N 1 FROM TRUl+ilt ' `, FIENCE POS .� ® L� MINSHEp i i OR i �--�' CP"061E0 ¢ 3, POSTS T4 BE INSTALLED 4N „. txrcN aornore .,� AC - 6 CLASS C ASPHALTIC CONCRETE UP14ILL SIDE OF SLOPE. I 0 " " ,• 3" WATERING BERM �, 1 4. OOMPACT BOTH SIDES OF FILTER FABRIC via MINOR COLLECTOR STREETS: TRENCH. & PANELS MUST � PLACED ACCORDING T4 SPACING ON AC - 7" ASPHALTIC CONCRETE, tE TWINE � ��,MIX �- PROFILE DETAIL NO.S44 DITCH FILET DEAN MEW AB - # (1-1/2 - on) AGGREGATE BASEROCK BASE OF THE TREE. P'US-1 -SOIL W91H BURLAP AND ROPE FLAT ROCTBAL.L NTS OR AST �GR�JN.Q ATF13 OR 50ITI BURLAP DUST AC - 9" CLASS "Cm ASPHALTIC CONCRETE BE REMQ►EDy I B" overlap of bags. su E FILTER FABRIC MATERIAL Iwt7TEA F MAJOR COLLECTOR STREETS* 1. ADDITIONAL MEASURES MUST BE LE x DEA OF `� 38R NIDE ROLLS CONSIDERED DEPENDING ON SOIL AIC - 9" CLASS "Cg ASPHALTIC CONCRETE, o TYPES. AB - #" (1-1/2" - O"� AGGREGATE BASERom NOTE: IF TREE IS CONTAINER GROWN STOCK, BRA ROOT � 2. BIO-FILTER BAGS SHOULD BE BALL APART BEFORE PLACING IN PLANTING HOLE. STAKED 3Nt-IERE APPLICABLE USING IF PLANT IS ROOT BOUND MAKE A VERTICAL CUT THROUGH � " " THE LOWER 1/4 OF THE SOIL MASS. PULL OUT I � � � � (2) 1x2 WOODEN STAKES OR NOTES AND STRAIGHTEN LARGE, CIRCLING ROOTS. FOR FURTHER INF+QRMATION APPROVED EQUAL PER BAG. f�IAXiMUM SPACING ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION 1. JUNTS TO BE TACK AND SANDED. CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE 2. ASPHALT N P FRONT VIEW �o��tt EERNr�c��I�a�. NEON PROTECT A CATCH BASIN �'�}t1 MUSTCHAPTER ��sICN�P�E�N WATER PLACED I MAX.MAS€. LIFTS EACH COMPACTED TO 92% MIN, NTS PLANNING AND DESIGN MANUAL HAVE 4 BAGS AND THEY SHALL BE AND SWIMENT OONn;Mt .3. SAWCUT SMALL BE TAC COATED {KITH BITUMINUS ASPHALT EMULSION. OVERLAPPED BY $". PLANNING AND DESIGN MANUAL o ® � o, . , N TREE PLANTING- INLET PROTECTION � � ! o M tn NO SCALE CONTAINER/ B U R L A P P E D Clean er Services Lean der Services lean crier Services SEDIMENT�EN T FEN�E TYPE �- I� _ b AGUSTIN P. DtJEFIAS our conunit�aeat is Claw. liar�c�aamit�an#is cla;er. der a�m�it�tat is alau. '� � j =23 LVL H"ILMI a,` UINXIMM 44 W a>Y PAVEMENT DIG-OUT ate• No. DRAWING NO. 784 REMISED 01-07 DRAWING NO. 875 REVISM 12-8► DRAWING NO. 915 REVISED 12-06 ` a WFAMOW W4-7W M ,9a RSR . a� a� lwtstpa• 2" 10.5" R=5 11 ' PLAN I `� N ^ twv a •'' h: i r 4 3 4= NOTES: „ �r, R 4 if 12 • �a „ 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED y- t BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT \� /\//\\ \, \\/ / /\\j\� i N O CONTROLS WHO WORKS FOR THE PERMITTEE. 2» 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EAC :. \j \\j\\j\ / \j\\j\\/\ \\j\ /\\/\\j\\j \/\ za� \ 00 V) z , x, a + 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. \\/\\\/\\/\\/\\\ \\/\\/\\/\\ \\/\\/\\/\\/\\/ \\/\ J 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J I v h WHITE TRAFFIC PAINT . w� ,,, CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. \/\/\/\ /\ /�\/ \/\/\/ \/ \ �V 6' //a`[j o F O U U) z Li l CI- 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE \\\\\\ \\\ \ \\\\\\ \� \\\ � Z c 0 _ 24 0.C. /\/\ /\/ / / \/\/\/\/\ /\ C� a k bs � J x APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. •- z ,t y 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED SACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE J w Z c 1 DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT 6% MAX SLOPE . `. ` 0.5% MIN SLOPE OF STATE LANDS REQUIRED TIME FRAME. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. PROFILE ` � t 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, FLOW SPREADER GRADE � h CHECK DAM 2.5"-4.5"DIAM. U) (r) M , AND PRIOR TO THE CONTROL MEASURES REMOVAL. BOARD, OR TRENCH. - Q Q 3 z „ u) (0 Y �.. � 4 HI RPE TY ` �"� 5 ii �Y��" "{''��,,,� FILTER FABRIC TRENCH;12" CRUSHED SMOOTH ROCK 2.5 3 DEEP AT o WHITE STI P. i uk ' _ u 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY t IAS BEEN REDUCED BY 50%AND AT N , '' �' 10 INTERVALS SLOPES IN � s HIGH DENSITY JUTE >- u COMPLETION OF PROJECT. ROCK OR GRAVEL EXCESS OF 5% OR COCONUT MATTING `t �r 10 R HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION, D DISPOSAL. ANY USE OF TOXIC OR OTHER , 9>> EAP N AN ,° y 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID W 0 W i�, � WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. U ui 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. U3 Lu 12 //\//\ //\//\//\//\//\//\//\// / / / W = Q " ,, \/\/\/\/\/\/\/\/\/\/\/\/\/\ \ \ U L E AND CARE SHOULD TIME LEASE FERTILIZERS SHOULD USED�. '�. NOTES: NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. I RE /\\/\\/\\/\\/\\ \ \/�\/�\\/�\\\��\ \/\\/\\/\\/\ /\/\/ � ;. BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. ///,�///////////" // 1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY GUIDELINE \\ 8 GROWING MEDIUM, /\\// ax \\/ REQUIREMENTS. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT A.D.A. MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. ` ACCESSIBILITY GUIDELINE REQUIREMENTS 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON NOTES: THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE >. CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON WIDTH VARIES ACCESSIBLE PARKING SYMBOL, NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. PLANS TO APPROVED PUBLIC CONVEYANCE SYSTEM. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT 2. GROWING MEDIUM SHALL BE USED TO AMEND THE TOP 18" OF THE FILTER STRIP. CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. W F- N.T.S. 3. FACILITY SHALL BE A MINIMUM OF 5' WIDE. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN �. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY SUNMARK WETLAND PRAIRIE SEED MIX O0 REE ED THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. OR APPROVED EQUAL. U } z z ACCESSIBLE PARKING SIGN 5. A GRADE BOARD SPREADER, OR SAND/GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE v CO W F- PA K NG TO MEET LATEST STATE AND 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.Ant APPROVED EQUIVALENT IS TO DRAIN ACCOPLE.SiSIBLE STALL CROSS STRIPING �� ' ��; LOCAL REQUIREMENTS THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. RUNOFF EVENLY ACROSS THE FILTER STRIP TO PREVENT POINT OF � � U O � x DISCHARGE/CHANNELIZATION. THE TOP OF THE LEVEL SPREADER MUST BE HORIZONTAL AND W o U) 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT U) Z W AT AN APPROPRIATE HEIGHT TO PROVIDE SHEETFLOW DIRECTLY TO THE SOIL WITHOUT N.T.S W, ' �� CONTROLBMP(LE.FILTERBAG). SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT-VOLUME OF RUNOFF. w z .." 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER SPREADERS MAY BE CONCRETE PER CWS DETAIL #750. TRENCHES USED AS LEVEL ¢ J STA ERI/ RIED NG STRAW WATTLES TO BE SECURED DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,oR OTHER PROPERTt£s. SPREADERS CAN BE FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. � W � v) Vm ' 6. CHECK DAMS SHALL BE PLACED ACCORDING TO FACILITY DESIGN OTHERWISE: a � JF20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION W > WITH WOOD STAKES, PLANT CUTTINGS A. EQUAL TO THE WIDTH OF THE FILTER -� � w AND/OR HOOKED REBAR. PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. „ B. PLACED EVERY 10' WHERE SLOPE EXCEEDS 5%, 2.5" TO 3" DEEP. cc ui 0 60 FROM VAN TEXT 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 7. GROWING MEDIUM SHALL BE EQUAL PARTS CLEAN TOPSOIL, ORGANIC COMPOST AND a � L6 FINISHED GRADE TYP. PARKING GRAVELY SAN. 0 u.. WHERE REQUIRED 22. !N AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC W 0 = SURFACE (SEE PLAN) SHEETING,MULCHING,OR OTHER APPROVED MEASURES. � W VEGETATED FILTER STRIP LL_� -/, � � 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. pWC Q U) W w �\\�\i\�\% \ -i\\\�\i\\i\�` I 2 1/2 0 BLACK PAINTED N.T.S. _ \�\\\/�\\ \.�\��\\��`; I POST AND CAP. N �- z \ FINISH GRADE `) N W \ � N Q 1 LO p W > 0 4 REBAR EACH WAY Q z I = " , , ' - 0 BUTT JOINT ENDS AND TIE 1 X 2 X 24 WOOD STAKE TE � PJ C®NTROL N® S -� L!L , » ,,, 4 STAN®��® �R�S�� • 1 1-1%2 PLANT CUTTING OR %2 TOGETHER WITH TWINE (�C��Jr Services SHEET NO. N MIN. DIA X 48" HOOKED REBAR L ] d' -12"0 x 36" DEEP FOR SITES LESS THAN 1 ACRE clear. 2 DRAWING N0. 945 REVISED 12-06 Our commitment is _ CONCRETE FOOTING f LO o Q = STAKING LAYOUT STRAW WADDLE DETAIL, ACCESSIBLE PARKING SIGN = N.TS N.TS JOB NO. FHA-05 I - i- r I I- • CITY WATER DEPT STANDARDS PLUMBING CODE 2.0 SIDEWALK ADJACENT TO CURB _ THRUST BLOCK CITY APPROVED O I j =" ''' I RETAINER GLAND C) BACKFLOW DEVICE BREAK FLANGE 18" CAST IRON 910 ��_ X11 FLANGE COUPLING 181-1 SIDEWALK I►_ ADAPTOR MIN F6" MAX. VALVE BOX TOP k 8° FLOW 12" MIN \ / / ��/�� y , -0 o• PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP .00,�- MEGA FLG 1 1/2 4 DRAIN ROC \\� ►11=11 _�A i_I_ �► ►I-_ FLG OR EQUAL goo° FIRE DEPARTMENT ,�� I �I I 711 I� 6„ CONNECTION TAR PAPER (MOISTU / �V\m Ml OPTIONAL AT THIS 6" DUCTILE IRON PIPE OSHA APPROVED LADDER 24" MIN LOCATION RESTRAIN ALL JOINTS W/ _ WITH ALUMINUM LADDER \ QUAL GASKETS _ ' ` " �. FIELD LOK ORE i -{1 h \ ' I I- -�``�-�I I_I-�-1�1-,I I-�-�� ''=i 11-1 11-11 I�I�-� 0 EXTENSION BY UTILITY 7 VAULT \ LATERAL PLUGGED CROSS TEE W CONTRACTOR TO SEAL ALL , 0 PLAN OPENINGS IN VAULT WITH r 6" MEGALUG RETAINER � � _ S HEDUL NON SHRINK GROUT PRIOR �� GLAND (EBAA IRON) CONCRETE THRUST BLOCK C E CD Mft ' ,� TO BACKFILLING CONCRETE PEER 6" GATE VALVE 3 MIN. 6 MAX. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) BLOCK FLG. x M.J. FITTING 90-BEND, TEE OR 45' 22 1 2' 11 1 4' ' GROUND LINE DRAIN TO CURB OR M.J. x 6 FLG. TEE FI G / / � ,� -� DAYLIGHT SIDEWALK WITH PLANTER 2.0� � SIZE (INCHES) PLUGGED CROSS BEND BEND BEND ®. (D STRIP AT CURB c 4 01.9 01.3 - 3" MIN CLEARANCE 6 04.0 02.1 01.3 -- ON OPENED SIDEWALK 8 07.1 03.9 02.0 01.3 MEGA FLG OR EQUAL OS&Y VALVE 3" MIN' BREAK FLANGE MAX. 12 16.0 08.8 04.5 02.3 INLINE CHECK VALVE 16 28.4 15.5 08.0 04.0 o,;. 24 64.0 34.9 18.1 09.1 NOTES: �( CONTRACTOR TO INSTALL RODENT 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4- CONCRETE /4" F P. I. AN CONCRETE BALLAST 3 CU. YD. SCREEN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE 0 150 S. AND MIN. WHERE FLOODING OR STANDON A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO HIGH GROUNDWATER EXISTPIPF B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 0� g (TYP.) -�� DRAIN TO DAYLIGHT OR C. BRONZE SEAT RING STESSES, USE THE FOLLOWING EQUATION �. INSTALL SUMP PUMP D. WEATHER SHIELD CAP BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) ELEVATION CONTACT CITY FOR E. SAFETY SLEEVE COUPLING PUMP SPECIFICATIONS NOTES: F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 12" MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 24" MAX 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM Cq BY DISTRICT FIRE MARSHALL. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON ' ,� OF DEVICE 4. HYDRANT TO BE INSTALLED ,TRUE AND PLUMB. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. ® C� N UTILITY VAULT OR EQUAL BILCO DOOR 5. NO OBSTRUCTIONS WITHIN 3 0 RADIUS OF HYDRANT. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, O M SIZE OR *EQUAL 1 `'` _ i b o WITH F.D.C. WITHOUT F.D.C. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING I ; 4 676-WA 577-WA J-5AL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 6 687-WA 676-WA J-5AL BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 8 5106-LA 687 WA JD-3AL 8. THRUST B CK A P A T CATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF LO S SH LL NOT BE L CED AT HYDRAN LO 10 5106-LA 2106-LA JD-3AL THRUST BLOCKS ARE IN SQUARE FEET. 8 i 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) G� I' Y o * CITY ENGINEER APPROVED EQUAL ON THE 4 1/2"' PORT. *� i NO SCALE CITY OF TIGARD CITY of TIGARD OBD BY. NO SCALE CITY OF TIGARD '�°�D a� ( APPROVED 6Y: NO SCALE •'"'I ' � OREGON AGUSTIN P. DUENAS, P.E. .� OREGON AGUSTIN P. DUENAS, P.E. ® OREGON AGUSTIN P. DUENAS, P.E. STANDARD THRUST DOUBLE CHECK DETECTOR FIRE HYDRANT DWG. NO. F CAPITAL CONSTRUCTION AND aTY ENGINEER DWG, NO, CAPITAL CONSTRUCTION AND rs CAPITAL CONSTRUCTION AND DWG. N0. i � a, q1Y ENGINEER TRANSPORTATION DIVISON CITY ENGINEER - TRANSPORTATION DIVISON #f TRANSPORTATION DIVISON ` ` VALVE ASSEMBLY 13125 S.W.HALL BLVD. . ��,� 13125 S.W.FIAL.I.BLVD. 542 ,l i�� , 13125 S.W.T�Ai•T"BLVD. TIGARD, JULY 2009 ,��,E.. � `'� TIGARD,OREGON 97213 JULY 2009 ASSEMBLY �,�� x�' TIGARD,OREGON 97223 JULY 2009 BLOCK , VOICE:(503)b39�171 533 ' VOICE:(503)639-4171 560 i N APPROVAL DATE e FAX 5033684-7297 ,' s I` 1 ( ) APPROVAL DATE FAX (503)684-7297 - ( ) APPROVAL DATE FAX 503 684-7297 I O M CD N S], STOP SIGN LOCATION (INSTALL 4 PVC SLEEVE UNTIL CROSSWALK PERMANENT SIGN INSTALLATION) STRIPING w z �� co 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF 0.45"-�-") P C/P T z o � RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. --+ `"� w M o EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING Oj ►r; o A Y 0.2"� SIDEWALK x CURBSIDE � �� TR �F P 5 f �J, 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE i;% '�:-''`/`:•- ;,,r; �' ''` - L PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9(s* BAND WIDTH, i' /: `; ''; �';,' �o S� p k CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED i;f=''�%%'i;j`'f AC / :j�; i 0.90" cy �F '• gyp, j' ,) � Y o SCREW. +' /fi y ` 'J `/ ' \ TRUNCATED DOME 6 a.� �? �_� DETAIL s AGGREGATE BASEROCK \oA w Ujo 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN {o��`J U(_� rJ_ J o`;3 G��, t i .`, � --11.7"F7/11�5r6 ��1 Q► t"�PLACE O J � �:� o G� r�c.,0 iI �,00:;�% �. �� o Lu 0 0 o Z v I _ - COMPACTED SUBGRADE O O O a Q EXPANSION Z�� J JOINT (TYP) O O OO o LOCAL STREETS: O O O W Q o- --. ------ ---- --- --------- --- w -� - PC/PT AC - 6;; CLASS „'C" ASPHALTIC CONCRETE, `um o _j � co AB - 4 (1-1/2" - 0 ) AGGREGATE BASEROCK RAMP VAR ES "' W U) U) 1 3 OR 0 o z z AC - 8" CLASS "C" ASPHALTIC CONCRETE RAMP TEXTURE CO = O PATTERN DETAIL PLAN VIEW w IIIIIIIII MINOR COLLECTOR STREETS: � O o D U) Z CO Q C _ AC - 7" ASPHALTIC CONCRETE, w z Q J AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 4' 4' 6" z U OR -- - -- -- - - - -- - -- - - w > F- _' 12: ' -r -I FLUSH W AC - 9 CLASS C ASPHALTIC CONCRETE c! {(-{. J a- °o Uj Uj 1' 1!=17{-oIf 77, U_ MAJOR COLLECTOR STREETS. , _ , u- li_"i n c ° C .o�f,.oy/.��Jo a_., n ,f/r c - : I °c o` r °v o`.'--"'Tvrc�oo°°0°o°oc o�°��a.a tea° I�---I J- 11-1 _ _CD W Uj 1 _ f �- � w 4 4 P.C. CONCRETE - :.c cn o AC - 9" CLASS "C" ASPHALTIC CONCRETE, I - { U'�``'° cam°0t^, C o > `" ¢ w w AB - 4 (1-1/210 -- 0 AGGREGATE BASEROCK I�- -I Q o _0 o o�� .35 MINIMUM WALL THICKNESS 2 3/4"-0" AGG. BASEROCK z (V r i co . NOTES: SECTION A®A Q NOTE. N N Uj L6 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. 1. JOINTS TO BE TACK AND SANDED. NOTES: N M Q 2.INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. w > o = LARGER INSIDE DIAMETER (I.D.). 2. ASPHALT PLACED IN MAX. 3 LIFTS EACH COMPACTED TO 92% MIN. U_ 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE &SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA EDGED ON 4 SIDES. a`? -TEE. 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. e 4.HOST PIPE SHALL BE MINIMUM .35' WALL THICKNESS. 3. EXPANSION JOINTS SHALL BE 1/2- ASPHALT IMPREGNATED MATERIAL OR EQUAL. SHEET NO. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. = 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. INSERTA - TEE 0 Q APPROVED BY n. DATE I REVISION NO SCALE = CleanWater Services `1 NO SCALE ; AGUSTIN P. DUENAS 3-10-03;ADD TRUNCATED DOME DETAIL j'/ ENGINEERING DEPARTMENT PAVEMENT DIG-OUT DWG. NO. `'l� ENGINEERING DEPARTMENT 3-10-W CONC STRENGTH 3000 TO MOD WHEELCHAIR RAMP DWG. NO. Our commitment is clear. > aTY ENGINEER <C REVISED 12-06 <;,,� ,rj'3` 13125 S.W.H&L BLVD. �, 1312.5 SW. HALT.BLVD. 1. _ DRAWING 3 �,., �i - � WING NO 5 0 W , VOICE 50339--4171 - �,503 639-4171 --- AND REPAIR � � � � s��'' 973 STANDARD CORNER FAX �503�6W7297 MARCH 1998 1 8 2 FAX: l �684-7297 128 CITY OF 11UM CITY OF 11CAM Q APPROVAL DATE JOB NO. y 0l�DON anEgoN LL FHA-05 i DIVISION 0-DESIGN PARAMETERS DIVISION 7-THERMAL AND MOISTURE PROTECTION DIVISION 15-MECHANICAL(AND/OR PLUMBING)-BIDDER DESIGNED A. DESIGN CRITERIA A. REFERENCES PER SEPARATE PLANS&PERMIT(S), (SUBMITTALS&FEES) BY 1. REFER TO STRUCTURAL NOTES MECHANICAL/PLUMBING SUB-CONTRACTORS)AS REQUIRED BY LOCAL CODES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE TIMA,ASTM AND &LOCAL BUILDING DEPARTMENT. MUST BE SUBMITTED AS A DEFERRED B. ADDITIONAL CODES, LATEST EDITION NRCA CODES AND STANDARDS. SUBMITTAL ALONG WITH REQUIRED ENERGY CODE FORMS(PREPARED BY THE Z 1. REFER TO STRUCTURAL NOTES MECHANICAL DESIGNER/CONTRACTOR)TO THE ENGINEER/DESIGNER FOR B. INSULATION REVIEW PRIOR TO BUILDING DEPARTMENT SUBMITTAL. DIVISION 1 -GENERAL REQUIREMENTS 1. ROOF INSULATION �- a. MATERIAL: KRAFT-FACED, FIBERGLASS BATT INSULATION AT CONTRACTOR TO PROVIDE MECHANICAL SYSTEM DESIGN AND INSTALLATION OF A. COORDINATION "OFFICE"AREA -LOCATE FACING TOWARD THE WARM ALL EQUIPMENT TO RESULT IN A"FREEZE PROOF"STORAGE SPACE FOR THE 1. REFER TO STRUCTURAL NOTES SIDE OF THE ROOF ASSEMBLY. INSULATION SHALL HAVE A OWNER. FLAME SPREAD RATING OF 25 MAX,AND A SMOKE DENSITY RATING B. REFERENCE STANDARDS OF 450 MAX. DIVISION 16-ELECTRICAL-BIDDER DESIGNED 1. REFER TO STRUCTURAL NOTES b. THERMAL RESISTANCE: R-38(MIN). (� 2. CAULKING AND SEALING PER SEPARATE PLANS&PERMIT(S), (SUBMITTALS&FEES)BY ELECTRICAL SUB- w CD 0 C. SUBMITTALS CONTRACTOR(S)AS REQUIRED BY LOCAL CODES &LOCAL BUILDING Z 1. REFER TO STRUCTURAL NOTES a. CAULK ALL JOINTS BETWEEN CONCRETE PANELS,DISSIMILAR DEPARTMENT. MUST BE SUBMITTED AS A DEFERRED SUBMITTAL ALONG WITH MATERIALS,AND AROUND ALL DOOR AND WINDOW FRAMES AND REQUIRED ENERGY CODE FORMS(PREPARED BY THE ELECTRICAL ® ® w D. QUALITY CONTROL OTHER LOCATIONS AS REQUIRED FOR"WEATHER&AIR" DESIGNER/CONTRACTOR)TO THE ENGINEER/DESIGNER FOR REVIEW PRIOR TO Z 1. COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE TIGHTNESS. BUILDING DEPARTMENT SUBMITTAL. WORK EXCEPT WHERE THE DRAWINGS,CODES,TOLERANCES,OR b. APPLICATOR TO INSPECT PRIOR TO INSTALLATION. REMOVE N ..J 0 SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE FOREIGN MATERIALS AND MOISTURE. PROCEEDING WITH WORK CO TRACTOR TO PROVIDE LIGHT FIXTURES @ 40 O.C. (MAX)TO ACHIEVE SIMILAR PRECISE WORKMANSHIP. INDICATES ACCEPTANCE OF SURFACES. LIGHTING LEVELS AS ADJACENT BUILDING BAYS. PROVIDE ALL OTHER ELECTRICAL L� SERVICES AND OUTLETS AS PER MINIMUM CODE AND PER OWNER. � 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING c. PROVIDE COMPRESSIBLE BACKUP VINYL OR FILLER RODS ON ALL w ANY SITE CONDITIONS CAUSED BY THE CONSTRUCTION ACTIVITIES. JOINTS OVER 3/8"DEPTH. BACKUP RODS SHALL BE A MINIMUM OFz � < � 1-1/2 TIMES JOINT WIDTH. INSULATION SHALL COMPLY WITH DEI=ERRED PROJECT SUBMITTALS w r� n MANUFACTURERS RECOMMENDATIONS 3. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW UTILITIES, . � �® STRUCTURES,AND EQUIPMENT FROM DAMAGE. THE FOLLOWING WORK, COMPONENTS,SYSTEMS AND THEIR ASSOCIATED �� I d. SEALANT COLOR TO MATCH ADJACENT MATERIALS AT INTERIOR PLANS, CALCULATIONS, DIAGRAMS,SHOP DRAWINGS AND SPECIFICATIONS 4. CONTRACTOR AND/OR SUB-CONTRACTORS SHALL REMOVE ALL SURFACES. SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER/DESIGNER FORREVIEW MATERIAL(S)WASTE,TRASH, ETC.AND SHALL LEAVE THE BUILDING, PRIOR TO SUBMISSION TO THE BUILDING DEPARTMENT. CONTRACTORS/ PARKING/DRIVE AREAS, LANDSCAPED AREAS AND SITE INA SUPPLIERS SHALL SUBMIT FOUR COMPLETE, OPAQUE COPIES/SETS INCLUDING THOROUGHLY CLEAN CONDITION UPON COMPLETION OF ALL WORK. e. APPLY EXPOSED, PRINTABLE, SEALANT PRIOR TO PAINTING AND ANY REQUIRED PERMIT APPLICATION, UNLESS NOTIFIED OTHERWISE. DEFERRED VERIFY COMPATIBILITY WITH PAINT BEING USED. SUBMITTAL SYSTEM, ITEMS, ETC.,SHALL NOT BE INSTALLED/CONSTRUCTED UNTIL E. TESTING AND INSPECTIONS APPROVED AND PERMITS ISSUED, IF REQUIRED)BY THE BUILDING OFFICIAL. 1. INSPECTIONS SHALL CONFORM TO OSSC CODE, LATEST EDITIONS, f. MATERIALS 1. CONCRETE WALL JOINTS-LOW MODULUS,TOW-PART, NON- WITHOUT EXCEPTIONS. SAG, POLYURETHANE RUBBER. 1. ERECTION DRAWINGS DETAILS SPECIFICATIONS MECHANICAL SYSTEM PLANS, DETAILS, ETC.&ENERGY CODE FORM(S) 2. SEE"SPECIAL INSPECTIONS"HEADING IN STRUCTURAL NOTES. 2. DOOR AND WINDOW FRAMES-SILICONE RUBBER,NON-ACID 2. BUILDING FIRE SPRINKLER/FLOW ALARM SYSTEMS, PLANS, SPEC S, 3. ALL INSPECTIONS AND TESTING WITH RELATED SAMPLING,WHETHER POROUS BOND TYPE AT JOINTS ABUTTING CONCRETE AND DETAILS, ETC. REQUIRED BY THE CONSTRUCTION DOCUMENTS OR BY CODES(S) ACID NON-POROUS TYPE ELSEWHERE,VERIFY k SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY COMPATIBILITY WITH PAINT BEING USED. 3. ELECTRICAL PLANS, SCHEDULES, DIAGRAMS, ETC&ENERGY CODE � MEETING THE REQUIREMENTS OF ASTM E329.THE OWNER SHALL FORM(S). SECURE AND PAY FOR THE SERVICES OF THE INDEPENDENT TESTING AGENCY TO PERFORM ALL INSPECTIONS AND TESTS. DIVISION 8-DOORS AND WINDOWS 4. PLUMBING PLANS, DIAGRAMS, DETAILS, ETC. A. REFERENCES o DIVISION 2-SITE WORK WORK TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS FOR DIVISION 17-SPECIAL INSPECTION O V rn cq A. GENERAL MANUFACTURING AND INSTALLATION OF DOORS, GLASS AND GLAZING REFER TO STRUCTURAL NOTES P4 N 1. FOR FINISHED GRADES,TOP OF PAVING&SPOT ELEVATIONS SEE SYSTEMS. � o do DRAWINGS AND SPECIFICATIONS PREPARED BY THE CIVIL B. HOLLOW METAL DOORS AND FRAMES-EXTERIOR i--) ENGINEER. 1. APPROVED MANUFACTURERS: Z w o 2. FOOTINGS SHALL REST ON FIRM NATURAL UNDISTURBED SOIL STEEL CRAFT: MASCO INDUSTRIES COMPANY: GECO CURRIES OR PER z a. I~ AND/OR AS PER RECOMMENDATIONS OF THE GEOTECHNICAL APPROVED SUBMITTAL TO THE STRUCTURAL ENGINEER. Q • „ o REPORT. NOTIFY GEOTECHNICAL ENGINEER IF OTHER EXISTING 2. FRAMES: 16 OR 18 GAUGE 51/2"JAMB DEPTH SINGLE RABBET WELDED SHEET INDEX a U g a. CONDITIONS ARE FOUND THAN AS SHOWN OR NOTED ON THE PLANS. w 2 :0 CORNERS WITH ANCHORS TO SUIT WALL STRUCTRAL.INSTALL WITH SHEET b�A L ALL DISTURBED SOILS SHALL BE REMOVED BY HAND FROM INSIDE FRAME FACE SURFACES"FLUSH"WITH INTERIOR FACE OF C� •'�"� 3: `n EXCAVATION TO NEAT LINES. NUMBER SHEET NAME0 w CONCRETE WALL PANELS.SEE DOOR SCHEDULE. a f w < 3. NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN z a A SLOPE OF TWO HORIZONTAL TO ONE VERTICAL TO THE BOTTOM OF 3. DOORS: 16 OR 18 GAUGE AT EXTERIOR LOCATIONS,(18 GAUGE AT Q•1 GENERAL NOTES 0 6 � THE FOOTING. INTERIOR LOCATIONS). FLUSH PANEL WITH NON-WARPING, INSULATED CORE. MORTISED AND REINFORCED TO RECEIVE HINGES, LOCK SETS 1.0 SITE PLAN hfi y W z N 4. BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH AND CLOSERS. DOOR U VALUE NOT TO EXCEED 0.54,-SEE DOOR LEAN CONCRETE TO THE BOTTOM OF THE FOOTING. SCHEDULE. 1.1 LANDSCAPE PLAN 4. FINISH: FACTORY BACKED ON PRIMER, PAINT TO MATCH ADJACENT 2.0 FLOOR PLAN '- kn 0 5. ALL GRANULAR FILLS(3/4 MINUS-MAX)SHALL BE UNIFORMLY GRADED o AND COMPACTED TO A MINIMUM OF 95 PERCENT OF MAXIMUM SURFACES, OR AS NOTED ON THE EXTERIOR BUILDING ELEVATIONS. 2.1 ROOF PLAN & DETAILS �. DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD 3.0 ELEVATIONS D1557(MODIFIED PROCTOR)UNLESS OTHERWISE SPECIFIED BY THE SS RU URg GEOTECHNICAL REPORT. 4.O SECTIONS C DIVISION 9-FINISHES `O PREF 31.0 STRUCTURAL GENERAL NOTES � DIVISION 3-CONCRETE A. PRODUCTS 32.0 FOUNDATION PLAN Vic' ��G IN FFFA O� 1. INTERIOR BOARD 5/8"THICK, MIN.,TYPE"X"BY"U.S. GYPSUM", OR"GOLD 12,320 9 A. REFERENCES BOND"OR"KAISER"ORAS INDICATED ON THE DRAWINGS. S2.1 ROOF FRAMING PLAN 1. REFER TO STRUCTURAL NOTES 2. ACCESSORIES: PROVIDE RADIUSED TAPE ON CORNER BEADS PER THE S3.0 CONCRETE PANELS ELEVATIONS B. FOUNDATIONS DRAWINGS AND FASTENERS AS REQUIRED.PROVIDE SQUARE METAL 34.0 STRUCTURAL SECTIONS cn �, OREGON _ 1. REFER TO STRUCTURAL NOTES EDGE BEADS AT ALL EXPOSED BOARD EDGES AND WHERE ABUTTING (i� g Q- DISSIMILAR SURFACES. S5.0 STRUCTURAL DETAILS F r 15, C. CONCRETE REINFORCING 3. FINISH:TAPE, FILL AND SAND FOR SMOOTH FINISH AT ENTRY AREA AND S5.1 STRUCTURAL DETAILS J ENl 1. REFER TO STRUCTURAL NOTES REST ROOM WALLS AND CEILING-&"LIGHT"BROCADE TEXTURE FINISH D. CAST-IN-PLACE CONCRETE AT ALL OTHER ROOM WALLS. ExPiREs: �2-s�-Zoos 1. CONCRETE FINISHING B. PAINTING a. FINISH CONCRETE FLOOR SURFACES IN ACCORDANCE WITH ACI 30 1. MANUFACTURES: MILLER, PITTSBURGH, FULLER AND SHERWIN- WILLIAMS.ALL COLORS AND SHEENS PER BUILDING DRAWINGS. b. STEEL TROWEL AND PROVIDE LIGHT BROOM FINISH ON EXTERIOR PROVIDE 24"SQUARE"DRAW-DOWN"SAMPLES OF EXTERIOR WALL U) U 0 WALKWAYS,UNLESS NOTED OTHERWISE ON PLANS.FINISH CURB COLORS FOR OWNER'S APPROVAL PRIOR TO STARTING WORK. ,94- t AS SHOWN ON THE CIVIL DRAWINGS. o CD 2. EXTERIOR: ui z z o c. PROVIDE ROUGH, SCORED FINISH FOR RECEIVING GROUTS, a. FERROUS,GALVANIZED METALS: PRIME-ONE COAT RUST INHIBITIVE 0 0 OVERLAYS, OR TOPPED SLABS, IF/AS MAY BE REQUIRE DIN THE PRIMER(OMIT IF SHOP PRIMED OR PREPAINTED):TWO COATS o U o EXTERIOR ALKYD ENAMEL, SEMI-GLOSS. PRIME&PAINT ALL } FIELD. WEATHER EXPOSED FACES OF GALVANIZED METAL FLASHINGS. d. SCREED TOPS OF FOOTINGS SMOOTH,U.N.O. b. HOLLOW METAL DOORS AND FRAMES: REMOVE ANY RUST OR e. STEEL TROWEL SURFACES WHICH WILL RECEIVE CARPETING, SCALE AND SPOT PRIME AS REQUIRED.TWO COATS EXTERIOR RESILIENT FLOORING OR THIN SET CERAMIC TILE. (OFFICE AREA ALKYD ENAMEL, SEMI-GLOSS AT ALL SURFACES. COLORS AS FLOORS&WAREHOUSE/SHOP ARE RESTROOM FLOORS). SHOWN ON BUILDING DRAWINGS. f. STEEL TROWEL SURFACES WHICH ARE SCHEDULED TO BE 3. INTERIOR EXPOSED. GENERAL-ONE(1)COAT,AIRLESS SPRAY(OFF-WHITE LATEX) ON v) INTERIOR WALLS g. STEEL TROWEL SMOOTH FINISH TILT-UP WALL PANELS,TOOL a. GYPSUM BOARD FINISH TWO 2 COATS OF FLAT LATEX PAINT. 2' z EDGES AROUND OPENINGS.GRIND AND FILL DOWNSIDE OF PANELS "EGGSHELL" OVER ON(1)COAT GYP. BD. SEALER/PRIMER LIGHT FOR SMOOTH, EVEN, FINAL APPEARANCE. REPAIR CHAMFER EDGES FOR AND SPATTER TEXTURE IF REQUIRED BY TENANT � AND REMOVE FINS, FILL AND SMOOTH VOIDS. O IMPROVEMENT PLANTS-NOT PART OF THIS CONTRACT.) v E. GROUTING w 1. REFER TO STRUCTURAL NOTES b. FINAL FINISH/PAINT COLOR SCHEDULE TO BE BY"OWNER". o - 4. RESTROOMS: ' Lu DIVISION 4-MASONRY a. FLOORS AND WALL BASE TO BE SMOOTH, HARD, NON- U) ABSORBENT z _ 0 NOT USED SURFACE SHEET LINOLEUM, PATTERN AND COLOR BY OWNER. F= BASE TO BE NON-ABSORBENT,4"TALL(MIN),WITH COLOR SELECTED BY OWNER. > DIVISION 5-METALS z b. WALLS WITHIN 2 FEET OF TOILETS AND URINALS TO BE SHEET 00 w A. REFERENCES LINOLEUM AS NOTED ABOVE TO A HEIGHT OF 4 FEET ABOVE FINISH 1. REFER TO STRUCTURAL NOTES FLOOR O B. STRUCTURAL STEEL z 1. REFER TO STRUCTURAL NOTES DIVISION 10-SPECIALTIES C. METAL FABRICATIONS NOT USED M Lu 1. REFER TO STRUCTURAL NOTES N DIVISION 11 -EQUIPMENT o D. LIGHT GAUGE STEEL FRAMING NOT USED o 1. NOT USED DIVISION 12-FURNISHINGS NOT USED SHEET NO. DIVISION 8-WOODS A. FRAMING LUMBER DIVISION 13-SPECIAL CONSTRUCTION/PRE-ENGINEERED METAL BUILDING 1. REFER TO STRUCTURAL NOTES NOT USED t B. PLYWOOD SHEATHING DIVI 2. PLYWOOD SHEATHING SION 14-CONVEYING SYSTEMS 001 NOT USED JOB N0. FHA-05 h a 21-6" 20'-8" ® t 1 !1 RETAINING WALL&FENCE 'Q6,, 20-0 CLEAR fi DBL SWING GATES W/ FORK TYPE LATCH GATE OPERABLE TO 1200 HINGES AS REQUIRED _ a Q 0 2"0 STD PIPE ALL 0 z GALVANIZEDEND POST CD (2) 10'-0"WIDE , 04 GATES WITHOUT INSTALL 2'-0",CLEAR END POST z (D s CENTER POST o- OF BUILDING FACE z TYP AS P HALT PAVI N G e Q ® w CONCRETE • _ - - 2 \ / \ \�`' ZJ`WW`WVWyWW i.`.W.yyWyyWy..♦.WyiWWWWWWWWV♦oWJWJWyWWJ.y[ .yWy``.Wiy``y.Wi.y.W`yWy�``J•`yWWWi.JWiJ`�i`iW.yWWWO i WJWJyiy`V.`WiJW.iyJW.JW.VWWWWWWWWWrrW.WWWWWWW "W [��W..W}VWW.`VW`.�.JyWi..WVJ�WW♦.`.♦......iiiJiyW i.Wi.W♦`J.♦JyV+♦WWWJi.WWWWWWWWWW.WWWWWyW ii..WWi`i`WiW.WJ.W WWWii..W.WJ..WWVW.J..WW`WWi`WJJiWV.W WWWiWWiWWWWW+WW.Wii.+`.W♦`iWy♦.W. 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J Z () iz2 0 OO O k i 1714 NEW RETAINING WALtk SEE 18/S5.1 EXISTING SPOTLIGHTSt X` UCTUR.4@PARAPET TO REMAIN NEW TRASH ENCLOSURE SW WALL -4"x 20'-8"W/6'-0"AREA 10' pp HIGH CYCLONE FENCE AND(2) EXISTING MAIN ENTRANCEkk EXISTING PAVING TO k k IN REMAIN NEW PAVING 10 0 WIDE GATES, PROVIDE 7940 SW HUNZIKER k : k ,Q 12,320 EXISTING BIKE RACKkPRIVACY SLATS THROUGHOUT MOVED TO THIS kLOCATION ANCHOR TO NEW SIDEWALK 4 (p OREGON GA y15 �g ctoll J p k EXPIRES: 12-31-2013 k tPARCEL1 2S101CA00400 NEW BIKE RACK kk t kkk k PARTITION PLATtN 2007-064 SEE 3/1.0 k k W W AREA=4.67ACRESO kk cob EXISTING BUILDING 0 JIEXISTING FABRICATION SHOP AREAS EXISTING PORTION OFEXISTING STORAGE AREAS PROPOSED STORAGE BUILDING TO BEANCILLARY OFFICE AREAS Q /,ADDITION FFE= 151.95' k REMOVED 6000 SF r ADD SPOTLIGHTS@ kGROSS AREA 19,927 SF GROSS AREA 68,148 SF PARAPET TO MATCH FFE 151.95' k kEXISTING #t r. INSTALL LANDSCAPE k k gPLANTINGS TO SCREEN EXISTING k kI GAS METERS,TYPICAL 61k REMOVE&REPLACE t k EXISTING PAVING VERIFY EXISTING DOORWAY klk on" k -PROVIDE 6"REINF CMU W/ADJACENT TO NEW k� PLASTER&PAINT TO MATCH � BUILDING LINE,TYPICAL Z \yEXISTING k k t A 4 kLu SPOTLIGHTS @ k k` PARAPET TO MATCH k 'jEXISTING k k GAS EXISTING gk k ENTRANCE FOR L o 7924 SW HUNZIKER / k VJ It k k O k k kk S29034'10"W El `657.50' - cz7m O W Lo SHEET NO. SW WALL "_'6 SITE PLAN 03 NORTH 1.0 111 301.01 2 5 JOB NO. FHA-05' X70ACC: 2 kk 1N �•I•�o/Vi1,r/�./••V.r�- +HGy�1•/ yi'yyJ��r ' I 'I iu i 1 GENERAL PLANTING NOTES LEGEND TREES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF TIGARD STANDARDS AND THE OREGON UNIFORM BUILDING CODES. /� (2)ZELKOVA 2. INSTALL EROSION CONTROL SYSTEMS IN ACCORDANCE WITH CITY OF ��\ ' TIGARD STANDARDS PRIOR TO SITE WORK AND LANDSCAPE INSTALLATION. (7)OAT GRASS O • `� 3. MARK AND PROTECT ALL UTILITIES, SITE FEATURES,AND VEGETATION TO � (7) 2"CAL.ACER RUBRUM"FRANKSRED"RED SUNSET MAPLE 13 I ; REMAIN IN PLACE. INSURE NO DISTURBANCE OCCURS ON THE RIVER SIDE OF � r1 THE WILLAMETTE RIVER GREENWAY PATHWAY. (3)VIBURNUM �® 4. REMOVE EXISTING PLANTING BED SOILS AND REPLACE AND/OR AMEND p SOILS IN BEDS IN ACCORDANCE WITH LANDSCAPE PLANS AND z z SPECIFICATIONS. 5. LANDSCAPE AP INSTALLATION SHALL INCLUDE PROVISION OF AN AUTOMATIC (15)2"CAL.ZELKOVA SERRATA"GREEN VASE"GREEN VASE ZELKOVA CD 0 0 IRRITATION SYSTEM DESIGNED TO COMPLIMENT A LANDSCAPE PLANTING C1.. "'®' 1 PLANT FOR BEDS IN THE PLANS MEETING LOCAL AND STATE BUILDINGw ® W CODES. ®� 6. PLANT MATERIAL INSTALLED SHALL CONFORM IN SIZE AND GRADE TO THE O PRUNUS SHRUBS AUROCERASUS"OTTO LUYKEN" OTTO LUYKEN LAUREL 5 GAL./5'O.C. Q "AMERICAN STANDARD FOR NURSERY STOCK"CURRENT EDITION. W a ! , 0 W i W W v - 7. THE QUANTITIES OF PLANT MATERIALS SHALL BE AS DETERMINED BY THE EXISTING TO REMAIN AS IS ® VIBURNUM DAVIDII-DAVID'S VIBURNUM 5 GAL/4'O.C. a A =c0`i iiiiW.aii`WiJiaiiW`iWWWW`WiWWWW♦WWWJWW WWW WW W iy a iJ`ii Wi ia iiWa`ii`J"aiJiiteJ`aaiJW`aW•Wii`iii'i ` W iW JW i•i i WWiWiii`iWi`W iiWiiiiWiWiiiii`iW'WWJiiWiWiaii WiiiiWiiiiWi`aa•`WJWii•W"iiiaWaW•iaiii aiai`iiaai iWWiWiWiiiiii i`iiWiWi—`WWiiWaWJiaWJW i`Wai`JVi♦iiWiii``i• ,ViVii`ii,`S,.iiWii__d i.iif`,-y,r`iiJ`i�,ii`d`Wiii�di.WW-`WiJ J�—Wa`•raia i i+daaiW`Y'�i`Wii',e`�ii i`p'�Wii_-J,�-�1+WJW`,-.•JJ i JaaWi`Q•WW`iWi,_'WiWWi`'aiiWJ vaiJ:i`W'-`JiWJWii�-iiii`i-•Ji•-i'4,—iiii`0d iW iWid W•WriW`,iVWJJ;iiW`s,i;JJai 6d•`i_` iiWii•,,Wi•i`i�dWiWaid,-iiadvi`-''WV Ja`, Ja♦`i�iiiiaWiiW•_iii d—WdiWi;,r,'aiiaW _JaJv dii♦'Wdii`d WW Qia,,WWi�• id,-viWiJ'W a, Wi a,iWi`_rWi--a•Ja''•Wi`4-••W•W,_aWa WJaie,,'aJ•vWWJWa_ia-iWii.W ii WWiW,-Wi_i JJ♦J aJiiJ�JiaJii, i`iiW—iiii,l```iJairaa,�JW aiWa 0i• Wi�♦•i�aa Wa♦� •WWa iiJ,-Qiii,iia�'aiJ—JWJJ Jii iW JWi❑ ♦a—iWi l i JW'v•J� ii i—ii•JJ a ii W — —=- •Ji J Wi i Wi—`W`W i — / �\ �\ � � — OMW 1111.. IItII IIIIIIIiIIiiIIIIII II I � W WJ iW iW` •. '•• 1 111 s 30154 0UiU�nU�- �J(��\1 ' CONTRACTOR IN ACCORDANCE WITH THE SPECIFIED SPACING OR LOCATION ON THE PLAN. MATERIAL QUANTITIES SHOWN ON PLAN ARE FOR ` ` `J`ii i HELICTOTRICHON SEMPERVIRENS-BLUE OAT GRASS c ZCONTRACTOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY THE i W i W i J a l J i CONTRACTOR PRIOR TO INSTALLATION. SURPLUS OR SHORTAGES OF PLANT 1 GAL./3'O.C. QUANTITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. i J i W i i i W i i i iD W WWi iWJWWiJ WWViaWWWWWiWi RUBUS i J a J a J a W J • a i J J i i • ai. a 8. LANDSCAPE CONTRACTOR SHALL WATER PLANTINGS FOR THE DURATION OF GROUND COVER 60DAY WARRANTY PERIOD AFTER INSTALLATION AND GUARANTEE ALL iiJiWiWWWi • iWWWiWWiiWiW PLANTINGS TO BE ALIVE AND IN SATISFACTORY HEALTH. OWNER i i a W W iiaii i i W a W i J W W • W i V W W J W i V W i J i EXISTING TOINDIVIDUALLY OR THROUGH CONTRACT WITH LANDSCAPE CONTRACTOR WILL W J i WiWiiWi iiiJi TRACT Bai W i W i W i iVi ` ` ` ` ` ` ` ` ` ` REMAIN AS ISEXTEND WATERING AND WARRANTY PERIOD FOR THE REMAINDER OF ONE Wa • J . i a i J ♦ • W a25101CA00700•`i`J`-`i W a a a i ia COTONEASTER DAMMERI LEICHHOLZ- 1 GAL. 48"O.C. iWWiiWiWJ iJWJiiWiiiiaiiiiW YEAR AFTER INSTALLATION. WiiWiiW WiiWiWPARTITION PLATa ♦ i W i i W i W i i i W i W a i i i i i i i J i W a i i i W i W a W W W J • W W JiWaWJ W i i a i i a i i2007-064 a i a i a i AREA 0.53 ACRES a a i a a i a • J i a • J J i s i W i W - - i i i J a a i a i i W • J i i W W W i J • W i W • i i i i W J J W W i W WWW . 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Lu ui r _ i EXISTING ROOF U o 1 1 DRAIN 1 1 PROVIDE SIMPSON A35 0 0 CLIPS @ EA CORNER w o 1 EXISTING ( I I I CD bi NEW DRAIN 1 w U o ROOF DRAIN TOS+28'-0" 4 x 12 PT CURB TYP 1 1 NEW DRAIN I I I 1 ALL AROUND TYP 2 1 ( I I 1 1 1 SIMPSON LTP4 CLIP @ 24"O.C.AROUND 2.1 i i i i i TOP OF WALL+30'-0" PERIMETER 1 1 ( 1 NOTE: 1 I PREPARE ADDITIVE ALTERNATE FOR ROOF FRAMING u) MEMBRANE ROOF SYSTEM INSTEAD i TOS+29'0" 1 1 1 OF BUILT UP ROOF ( I TOS+29'-0" Z z All 0 i I I I 5 w SKYLIGHT CURB DETAIL 0 B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 2. — T . ui ROOFING: CLASS"B"4-PLY, MINERAL SURFACE D FIBERGLASS, W i BUILT-UP, BY MANSVILLE, SPECIFICATION 4-GNC,CONSISTING i i i z _ TOP OF WALL OF 1-"GLASSBASE"OR"VENTSU�LATION", FELT BASE PLY, + ,- 1 2 PLIES OF GLASPLY PERIMERE OR GLASPLY IV' AND 1 PLYI 30 0 i OF"GLASKNAP", MINERAL SURFACED CAP SHEET OR AN i i CRICKET FOR DRAINAGE,TYP i > 1 APPROVED EQUAL 1 1 ( I 0 NOMINAL 4'-0"x 8'-0" SKYLITE TYP-SEE U w 2 5/S2.1 2.1 TOS+27'-6" TYP I I I M TOS+27'-0" o w 0 1 4 I 1 o m 2.1 1 TOS+27'-0" o I ( } C SHEET NO. 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EtAl EXPIRES: 12-31-2013 U co 1Q 9 8 7 6 5 4 3 2 1 ;6 Ir- CD z z w Y I I I I I I I I I W I = Q f O D U D I I I i I I I I I I I I I I I I I I TOP OF f I I I f I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PARAPET 30-011 U) I ► I I I I I I - I I o z I I I I I I I I C U) w I I I I I I i I W U) i f I i I I I I a o _ i 1 I i i COIL DOOR WF F I I I I I I I IC HAI N z , i I I I I I I I W FOUNDATION&ROOF 151._95' TOS z DRAIN-TIE INTO EXISTING SYSTEM,TYP d a , a e 0" O M_ o W in Q 0 1 LONGITUDINAL SECTION 4.0 1/8"= 1'-0" SHEET N0. 400 JOB NO. FHA-05 a R GENERAL: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, GLUE LAMINATED MEMBERS: SPECIAL INSPECTION: SPECIFICATIONS,THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE INSPECTOR IS TO BE RETAINED BY OWNER PER OSSC CODE REQUIREMENTS,AND LOCAL ORDINANCES.A PRE-CONSTRUCTION MEETING ARCHITECT/ENGINEER DESIGN TEAM,WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. SHALL TAKE PLACE PRIOR TO FOUNDATION INSTALLATION.THE CONTRACTOR,ARCHITECT, ENGINEER AND INSPECTOR SHALL ATTEND. CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SPECIAL INSPECTIONS SHALL BE PERFORMED ON THE FOLLOWING WORK: 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE ANY WORK OR FABRICATION. ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. 1. SUBGRADE: W �-- 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS,TECHNIQUES,SEQUENCING,AND 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. A. OBSERVATION OF SITE PREPARATION,GRADING PLACEMENT AND COMPACTION OF OPERATIONS.(PEROIDIC) �® SAFETY REQUIRED FOR THE WORK. 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND 5. SEE SPECIFICATIONS FOR FINISH AND PROTECTION. 2. CONCRETE: O TEMPORARY SHORING REQUIRED FOR THE WORK. A. PLACEMENT OF CONCRETE FOUNDATIONS(CONTINUOUS) 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO SAWN FRAMING LUMBER: B. TAKING OF TEST SPECIMENS-AIR,STRENGTH AND SLUMP(CONTINUOUS) z Q THE EXTENT SHOWN. 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17,OF THE FOLLOWING C. BOLTS CAST IN CONCRETE(PERIODIC) z 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE GRADES: `•/ LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'SSTUD, PLATES, HEADERS, BLOCKING =DF-L No.2 3. STEEL: FABRICATOR/ERECTOR SUBMIT WPS TO INSPECTOR,WITH THE EXCEPTION OF SHOP WELDING PERFORMED BY AN APPROVED REPRESENTATIVE OF ANY DISCREPANCIES. 2x&4x BAMS =DF-L No.2 FABRICATORS SHOP IN ACCORDANCE WITH CODE: 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 6xBAMS, POSTS =DF-L No. 1 W A. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16"(PERIODIC) 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. B. COMPLETE JOINT PENETRATION WELDS(CONTINUOUS) W 2. ALL 2x LUMBER SHALL BE KILN DRY, U.N.O. B. EPDXY OR MECHANICALLY FASTENED ANCHOR BOLTS(CONTINUOUS) z O ui 0 DESIGN CODE: PRESSURE TREATED(P.T.)LUMBER: 4. WOOD: , 1. 2010 OREGON STRUCTURAL SPECIALTY CODE 1. PROVIDE PRESSURE TREATED(P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. NAILING,BOLTING,ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC- FORCE-RESISTING SYSTEM, 2. ASCE 7-05 2. PROVIDE PRESSURE TREATED(P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. INCLUDING SHEARWALLS, DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS,AND HOLDOWNS,WHERE THE SHEATHING J 3. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM, ETC...)SHALL BE PER THE LATEST OR MOST CURRENT 3. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. IS NAILED AT 4 O.C. OR LESS. (PERIODIC) 0 EDITION AVAILABLE. 4. ALL CONNECTORS AND FASTENERS SECURED TO PRESSURE TREATED LUMBER SHALL BE HOT-DIP GALVANIZED. �� < 4. DESIGN LOADS: IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE INSPECTOR,(48 HR. MINIMUM NOTICE), FOR INSPECTION SERVICES.THE n " ROOF (SNOW LOAD . . . . . . . . . . . . . . . . . . . . 25 PSF +DRIFT INSPECTOR SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING TO COORDINATE WORK WITH THE CONTRACTOR, ENGINEER AND `J ) SHEATHING: `® WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 MPH(EXPOSURE B), BUILDING CATEGORY II 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. OWNER.ALL INSPECTORS SHALL BE CERTIFIED TO PERFORM NECESSARY INSPECTION PER OSSC,ACI,AWS OR OTHER APPROVED GOVERNING SEISMIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN CATEGORY D1, SITE CLASS D PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: INSTITUTION. U Ss=0.945,S1=0.339 A) ROOF SHEATHING =7/8",T&G, ROOF SPAN INDEX OF 48" R=3.0 @ CONCRETE PANELS 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED. STRUCTURAL OBSERVATION: 3. BLOCK ROOF SHEATHING WITH 2x4 BLOCKING AT UNSUPPORTED EDGES. SEE ROOF PLAN FOR LOCATIONS. 1. STRUCTURAL OBSERVATION SHALL BE PERFORMED ON THE PROJECT. OBSERVATION WILL BE REQUIRED AT THE FOLLOWINGS FOUNDATIONS: 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. STAGES: CO 1. MAXIMUM DESIGN SOIL BEARING PRESSURE= 1,500 psf(ASSUMED). A. PRIOR TO FOUNDATION POUR .4:3.- 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. B. DURING FLOOR FRAMING C, 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. C.AT COMPLETION OF ROOF JOIST INSTALLATION 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8"IN THICKNESS AND THOROUGHLY NAILING AND FASTENERS: 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST(4) DAYS IN ADVANCE OF COMPLETION COMPACTED TO A DENSE, NON-YIELDING STATE 1. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON"NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO REQUIRING SITE OBSERVATION. 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION PROCTOR. OF NAILS OTHER THAN"COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6"BELOW FINAL GRADES OR 1'-0"BELOW EXISTING GRADE,WHICHEVER IS 2. POWER DRIVEN NAILS OTHER THAN"COMMON"IS NOT PERMITTED WITHOUT PRIOR APPROVAL. LOWER. 3. SHEATHING NAILING SHALL BE AS FOLLOWS: A) ROOF SHEATHING= 10d AT 3"O.C.AT ALL PANEL EDGES t CONCRETE(CAST IN PLACE): 10d AT 12"O.C.AT ALL INTERMEDIATE SUPPORTS ABBREVIATIONS1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 4. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS(MB)CONFORMING TO ASTM A307. ALL BOLTS AND COMPRESSIVE-CYLINDER STRENGTH OF 3,500 PSI. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE,LATEST 5. JOIST HANGERS HOLDOWNS AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE o EDITION AND SPECIFICATIONS. N AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, U.N.O. AB ANCHOR BOLT HT HEIGHT o 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. ABT ABOUT IN INCH OR INCHES V 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. N AC ASPHALTIC CONCRETE LBS POUNDS �,,,,,� O o 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON ACI AMERICAN CONCRETE INST. LG LONG cn o < THE DRAWINGS. ADD'L ADDITIONAL LL LIVE LOAD 4_4 Of W x APPROX APPROXIMATE MAX MAXIMUM QJ •r--� Z � ° REINFORCING STEEL: ARCH ARCHITECTURAL MB MACHINE BOLT �.,,� a z a' 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: BBO BEAM BY OTHERS � � d ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. STRUCTURAL SUBMITTALS: MECH MECHANICAL 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. 1. SUBMITTAL PROCEDURE: BO BY OTHERS MIN MINIMUM �I a v o a 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. A. DELIVER TO THE ENGINEER OF RECORD A MINIMUM OF(4)COPIES OF EACH SUBMITTAL ITEM. BP BASE PLATE MISC MISCELLANEOUS ;� + W a; 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL BLDG BUILDING NIC NOT IN CONTRACT (� (� cn 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL, DIRT 2. FOR EACH SUBMITTAL ITEM ALLOW(15) DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR. BM BEAM NO OR# NUMBER w a AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH BOT BOTTOM NOM NOMINAL w Q ADEQUATE LAPS. 3. SCHEDULE OF SUBMITTAL ITEMS: CENTERLINE NTS NOT TO SCALE Z � a 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. A. CONCRETE MIX DESIGN CLR CLEAR OC ON CENTERS v � t BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. B. SHOP DRAWINGS COL COLUMN PCF POUNDS PER CUBIC FOOT z CO 0 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: B.1. REINFORCING STEEL CONC CONCRETE PLCS PLACES w z N A) CONCRETE CAST AGAINST EARTH=3" 8.2. PRE-CAST TILT UP CONCRETE PANELS CONT CONTINUOUS,CONTINUITY P- PL PLATE B) CONCRETE EXPOSED TO EARTH OR WEATHER B.3. STRUCTURAL STEEL CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT #5 AND SMALLER= 11/2" C. PRODUCT DATA DET DETAIL PSI POUNDS PER SQUARE INCH C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER D. SAMPLES OR ADDITIONAL PRODUCT TESTING DATA MAY BE REQUESTED DIA, 0 DIAMETER PT PRESSURE TREATED o o � SLABS,#11 BARS AND SMALLER=3/4" DIM DIMENSION R RADIUS BEAMS AND COLUMNS= 11/2"#6 AND LARGER=2" DWG DRAWING REINF REINFORCING 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND DWL DOWEL REQ'D REQUIRED es Ru C T UR,q, SPACING O RTSPLICES,HORIZONTAL SHALBE REINFORCING. EA EACH RET W RETAINING WALL 44 DIA. (24" MIN.) LAPS. EF EACH FACE REV REVISION 8. REIINFORCEEN <_ `p PRO c 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. ELECT ELECTRICAL SCHED SCHEDULE �`�` �f' ELEV ELEVATION SHT SHEET �5 �N12 NEF� �D,f/ EQUIP EQUIPMENT SIM SIMILAR �. 12,320 9 a STRUCTURAL STEEL: ETC ET CETERA SPECS SPECIFICATIONS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: EW EACH WAY SQ SQUARE ROLLED WIDE FLANGE ASTM A-992(Fy=50 KSI) (E) EXISTING STD STANDARD MISC. PLATE, BAR,ANGLE, CHANNEL ASTM A-36(Fy=36 KSI) EXIST EXISTING STIFF STIFFENER (P OREGON ._ HOLLOW STRUCTURAL STEEL(HSS): ASTM A-500, Gr. B(Fy=46 KSI) FB FLUSH BEAM STL STEEL �� <Y 15,Aq �� PIPE ASTM A-53, TYPE E OR S, (Fy=35 KSI) fc COMPRESSIVE STRENGTH STRUCT STRUCTURAL F� EN,�� I OF CONCRETE, PSI T&B TOP&BOTTOM J. 2. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO AISC SPECIFICATIONS. FCO FLOOR CLEANOUT TOC TOP OF CONCRETE 3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS.ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS. FD FLOOR DRAIN TOS TOP OF STEEL [EXPIRES: 12-31-2013 4. WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES UNLESS OTHERWISE NOTED.WELD TESTING AND INSPECTION SHALL FDN FOUNDATION TS TUBE STEEL CONFORM TO THE MINIMUM REQUIREMENTS OF THE AWS D1.1 AND AISC. FLR FLOOR TYP TYPICAL # 5. THE STEEL FABRICATOR AND ERECTOR SHALL DEVELOP A WELDING PROCEDURE SPECIFICATION(WPS) PER AWS D1.1 FOR ALL FOS FACE OF STEEL UBC UNIFORM BUILDING CODE WELDS. SUBMIT WRITTEN COPIES TO THE INSPECTOR FOR APPROVAL. FS FAR SIDE UNO UNLESS NOTED OTHERWISE U) = w c� 6. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS(M.B.)CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. FT FOOT OR FEET VERT VERTICAL U vim) o 7. HIGH STRENGTH(HS) BOLTS SHALL CONFORM TO ASTM A325 OR ASTM A490 WHERE NOTED. FTG FOOTING W OR W/ WITH 8. WHERE HS BOLTS ARE REQUIRED TO BE SLIP CRITICAL PROVIDE TENSION INDICATING FASTENERS(LOAD INDICATING WASHER OR GA GAUGE d- 0 0 TWIST OFF BOLT). LOAD INDICATING WASHERS SHALL CONFORM TO ASTM F2437 AND TWIST OFF BOLTS SHALL CONFORMA TO GALV GALVANIZED Z z w ASTM F1852. GRD GRADE 0 Y 9. ALL STEEL EXPOSED TO WEATHER,MOSTURE, SOIL, IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER OR AS NOTED HGR HANGER SHALL BE HOT DIP GALVANIZED PER ASTM A123. HORZ HORIZONTAL w o U o HS HIGH STRENGTH CONCRETE(PRE-CAST): HSB HIGH STRENGTH BOLT 1.ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE WITH A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE CYLINDER STRENGTH OF 4000 PSI. 2. PRE-CAST TILT-UP WALL PANELS SHALL BE CAST TO THE DIMENSIONS SHOWN ON THE DRAWINGS WITH ALL REINFORCING STEEL AND INSERTS IN PLACE. LEGEND AND SYMBOLS 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION PROCEDURE OF TILT-UP WALL PANELS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: U) A. LOCATION, NUMBER AND TYPE OF LIFTING INSERTS. B. LOCATION, SIZE AND ATTACHMENT OF STRONGBACKS. z i C. REINFORCING STEEL,IN ADDITION TO THAT SHOWN ON THE DRAWINGS, NECESSARY FOR STRESSES INDUCED IN THE O BEARING WALL PANEL DURING LIFTING.THE ERECTION PROCEDURE SHALL ALLOW THE PANELS TO BE ERECTED WITHOUT CAUSING ELEVATION LETTER 0 TENSION CRACKS. U 4.TILT-UP WALL LIFTING INSERTS AND RIGGING SHALL BE OF A TYPE THAT IS SPECIFICALLY DESIGNED FOR TILT-UP WALL NON-BEARING WALL X o- ERECTION. PANELS SHALL BE HELD SECURELY IN PLACE BY TEMPORARY BRACING UNTIL AFTER ROOF-SHEATHING AND FLOOR ELEVATION VIEW i CLOSURE STRIP HAVE BEEN INSTALLED. SX 5.THE ERECTION PROCEDURE SHALL ALLOW THE PANELS TO BE ERECTED WITHOUT CAUSING TENSION CRACKS. w U) SHEET WHERE DRAWN z O - BREAK INDICATOR v > SECTION LETTER z U w k X BUILDING SECTION d w SX SHEET WHERE DRAWN M o w o CD SHEET NO. 1 sloo JOB NO. FHA-05 I � FOUNDATION PLAN NOTES FOOTING AND COLUMN SCHEDULE 1. REFER TO ARCHITECTURAL TYPE DRAWINGS TO COORDINATE AND VERIFY ALL ® SIZE REINFORCING COL SIZE COL BASE> ANCHORS NOTES DIMENSIONS. THK MARK z 1 2'-6"WIDE x 12"THICK (5)-#4 LONGITUDINAL 2. REFER TO ARCHITECTURAL TYPE DRAWINGS FOR ALL FLOOR ELEVATIONS,SLOPES, NA NA NA 4 CONT. FTG #4 @ 24"O.C.TRANS. AND RECESSES. 2 6'-0" SQ x 3. SEE SHEETS S5.0&S5.1 FOR TYPICAL FOUNDATION DETAILS. 16"THICK (8)-#6 EA.WAY HSS 8 x 8 x 3/8 3/4"A (4)3/4"Q1 1,2,3 4. REFER TO SHEET S1.0 FOR GENERAL STRUCTURAL NOTES. Q 3 2"THICK (5)-#5 EA.WAY HSS 10 x 10 x 3/8 3/4"A (4)3/4"0 1,2,3 5. INSTALL BUILDING SLAB OVER 2 LAYERS OF 6 MIL VAPOR BARRIER(STAGGER JOINTS 4 5'-0"x 3'-0"x (4)-#6 TRANSVERSE1,2,3 MIN 4'-0") OVER MINIMUM 6"OF COMPACTED 1 1/2"MINUS CRUSHED ROCK BASE. 16"THICK (6)-#6 LONGI TUDINAL HSS 8 x 8 x 3/8 3/4 A (4)3/4„Q1 6. FIELD VERIFY ALL EXISTING CONDITIONS AND DETAILS PRIOR TO FABRICATION- TYPICAL THROUGHOUT. Z NOTES: 1. ALL REINFORCING TO BE 3"CLR BOTTOM,TYPICAL UNLESS NOTED OTHERWISE. 7. (3)#4 x 3'-0"WITH 6"EMBED INTO EXISTING CONCRETE FOOTING,SECURE WITH SIMPSON SET-XP,CONTINUOUS SPECIAL INSPECTION REQUIRED. Z ® (� 2. STEEL COLUMNS TO HAVE CAST IN ANCHOR BOLTS WITH EMBEDMENT 4" FROM BOTTOM OF FOOTING,TYPICAL. O 0 3. ALL FOOTINGS TO BE CENTERED ON POSTS OR COLUMNS,TYPICAL UNLESS NOTED OTHERWISE. 8. SEE SHEET S3.0 FOR ALL CONCRETE PANEL ELEVATIONS. 0 I 4. SEE DETAIL 2/S5.0 Q O O 1 2 3 4 5 6 7 8 9 10 0 N I-® CV 179'-10•, O O I 19'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-8" 5/16 i (FIELD VERIFY) I I I I i I i I I A 2 S4.0 - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN NOTE 7 I I I M - 1 I I I 5 1 ] 1 I }- M 5 I I I PLAN NOTE 7 S5.0 J J J S5.0 K3 � I I , I TYP TYP ( S5.0 o 4 4 4 4 4 4 4 4 N o vo 1 ° 1 (0 o b 1 -+'� W > , N 1 1 I I ZD a° 1 1 a- co Vin, w S5.0 I 1 wQ I ° I zW � Q. Z cn o I I CJ CJcq ^' Is g .� r , 'ark a ....� �ch a i ( I k TYP IdI 0 i I os , I I I F . I 3 I I I I sjRUCTUF?A 55.0 I I D PROF ifl I I I I N�cJ ��AGIN6FR 12,320 3 I 1 1 3 S5.0 S5.0 OREGON 1 2 2 5 2 2 2 2 2 2 1 1 15,19 S5.0 I 1 Fti J. EtAl EXPIRES: 12-31-2013 1 - I " (1 I I I I CJ I I I I CJ I I I I I I GJ I I 1 1 _ _ _ I I I I I I I I I I I I s5.o L - - I'd < > J L - - J L - J L - - J L - - J L - - JL - - TYP L _ - J I I U o 41-011 1 1 0 0 0 i 1 - I TYP I • 1 z 1 1 I w Q 4S5.0 11 0 0 o I I TYP 1 I N 1 6"CONCRETE SLAB W/ 1 94 REBAR @ 18"O.C. 1 I EACH WAY CENTERED 1 IN SLAB I 1 - I 7) I I co TYP 1 1 U U V 1 _ 1 TYP U I 1 z z I I I 0 , q 1 1 CJ CJ 1 I � O t U I cn w I I Id1 S4.0 I _ I 1 co cn I _ I o lal 1 I 1 I � 1 41 1 s5.o 1 1 °C > TYP 1 I 1 o w I N I 1 TYP I S5.0 1 3 3 3 3 3 3 3 3 I I 3 � � I 1 co � S5.0 I a `t I o w I C) 71 C - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L SHEET NO. 3 1 4 I 1 TYP 1 4 I I 4 I S5.0 S5.0 TYP TYP i � FOUNDATION / FLOOR PLAN S5.0 S5.0 TYP NORTH S2.0 1/8"= 1'-0" JOB N0. FHA-05 1 • PLAN NOTES 1. REFER TO ARCHITECTURAL TYPE DRAWINGS TO COORDINATE AND VERIFY ALL DIMENSIONS. 2. REFER TO ARCHITECTURAL TYPE DRAWINGS FOR ALL FLOOR ELEVATIONS, SLOPES,AND ® ' RECESSES. 3. SEE SHEETS S5.0 FOR TYPICAL DETAILS. 4. REFER TO SHEET S1.0 FOR GENERAL STRUCTURAL NOTES. 5. SLOPE ROOF PER ARCHITECTURAL DRAWINGS. z 6. FIELD VERIFY ALL EXISTING CONDITIONS AND DETAILS PRIOR TO FABRICATION-TYPICAL z THROUGHOUT. 0 1 2 3 4 5 6 7 8 9 10 �n ® CD 7. SEE 1/S2.1 FOR TYPICAL ROOF SHEATHING LAYOUT. V ® uj 8. SEE SHEET S3.0 FOR ALL CONCRETE PANEL ELEVATIONS. i BLOCK DIAPHRAGM i i ! i BLOCK DIAPHRAGM UNSUPPORTED EDGES 1/S2.1 I I I I I UNSUPPORTED EDGES 1/S2.1 9. SEE SHEET S4.0 FOR STRUCTURAL SECTIONS. I 0 i 1 1 10'-0" 1 i i i 10'-0" fI I I TYP 2 i EDGE NAIL ROOF SHT'G TO i i SIMPSON CMST12 x 7'-0" 7 � i S4.0 i i i JOISTS,TYP FROM GRID 1 TO 10 CENTER ON GIRDER,TYP W '� FROM GRID 2 TO 9 S5.0 LIL O Li o i i i i i i co Ll E 3 o CD E _.. __. .,._... __...______:., _._...-_._..,. ._... ......_. _... __ ... „-,�_,..».,..�.,�»,..<._»,•..,. ».»<, »...u,.,...<..,.»»..,..,_,...<..<,.<».,��k»w.a.,..•. ,.uW»�.>v,.»..,<>u,.<»..M,.—.<,�>*,...<,.,.».....,<»..<,..,.<,.,:<..,.r....,�,<..,.<,,.,...»�.,...»...�,.,_.<.«,.,..=a.. ..�.<..<.-<»...a<,...,d...,..,<.:,.<,..<»,,..,..,.:c..<,..�,:...<,.,.�.�...»,.�.,<,..»,<,.,�,,.a<,.,<�...,.<..,.r...ar>ti»,,.=,....,»... o �7 TYP BOUNDARY EDGE d r`_ II NAILING PER S1.0 A — II I t II I II f Lo Lo Lo Lo ao O N I SIMPSON MST48 CENTER II OGARID 2T�0 9YP.EVERYM — O o OTHER BESHOWN AM AS .�I ,;�♦� � ry _ �.• � r � y� -4mA cd CONT PANEL EDGE W/ -- --- ------ -' 2 x4 FLAT BLOCKING w ° z , _..___ l i TYP AT BLOCKED I I -.,�.-.__ :..,_.: _� ,__.. _ 4. _-_..._ ,�._ ,.,...., . 8 AREAS ONLY SEE PLAN i i Nroe-rTy . I coPROVIDE 4 x 8 SKYLIGHTS a oTYP ROOF AS SHOWN ON ROOFP v w JOIST BELOW ------ -- -- w ¢ ,; s .0 >w,......-...u,__..«.�.»..<..n.<�<,..........,_..,�,,.��.._,....,..r.,�-..<.."»...>r,.�,r.<�,._ .>r_.�. ...�_..�. -.�. ._.. w-..., .....� .�. .u..�. __ .. <w _ _ .-w w AV rj M z (o �--� UJ d• r d F� r' N C� �2, n .� z N TYP C 1' TYP ROOF SHT'G PANEL LAYOUT �` = o S2.1 1/419= 1'-0" O N _ _ - .. SjgUCTUR.� O RAF } 12,320 9 ~ 3.125x15 GL TYP N� OREGON 5»�G,.»L»., 31.<_.2,..5. x1Y.._ G..._L, � ,w,a.. ..H._. ..,. _ '< EDGE NAIL HT G @ALL GL BEAMS BETWEEN GRIDS 1 -2&9- 10 TYTYP G< 1 5 1g Q' 4Q,/V �. EN -31-2013 EXPIRES: 12 N N N N TYP o Y cle) 800 1 Lu w 1 x 5 GL _. _ U) U Lu Lu v SIMPSON MST48 CENTER TYP o o ON BEAM, TYP. FROM RID 2 0 9 T EVERY OTHER BEAM AS SHOWN I .. -'... �... , .'. .. - .... e_.m_.:. ... -.._........... .. ._........:..................__..�rvuxutm.�.da..Y.f.x.m�xtxn::s4YtitC_A,'fAiv_^c:ek-A^u'Xc.._............nn..._.................:.:...w._. _...-_.,........:...:„......._..._...._.:..r«v:v..-w_.............:.w..__.......�+._..:.......u.........�.,._..«.m,...�,........._...:............:...... ..-w...».:..................�r-:.-.._.-,..-.._.atitx.Yxvxvav -'_;e.4 -eAati:K.wrmr _ ....-. 3 1/8 x 7 1/2 GL W/SIMPSON HU& _..._ LSTA24 @EACH END, CENTER.-_ 1 LSTA24 @ END OF BEAM& FASTEN ABOVE SHT'G W/2 x 4 z S4.0 _ BLOCKING BELOW WHERE z _. REQUIRED,TYP @ SKYLIGHTS + O Lu o o w w N s - o O - - C) > 1 C — — cn z o w SIMPSON CMST12 x 7'-0" EDGE NAIL SHT'G FULL EDGE NAIL ROOF SHT'G TO CENTER ON GIRDER,TYP 7 9 7 1 FROM GRID 2 TO 9 ( LENGTH OF BEAM,TYP N;__olTYP � JOlSTS,TYP FROM GRID 1 TO 10 � I .0 TYP M NOTE:APPROVED ALTERNATE FOR GL BEAM FRAMING IS 16"RED 165 @ 48"o.c.TYPICAL THROUGHOUT o o 0 NORTH A ROOF FRAMING PLAN SHEET NO. S2.1 1/8"= 1'-0" i JOB NO. FHA-05 s A B C 27'-4" 27'-6" 27'-6" 26'-10" (27'-3 3/4"NET) (27'-5 1/4"NET) ( (27'-5 1/4"NET) (26'-9 3/4"NET) 10 (� S5.0 1 2 i 3x PLATE 3 TYP PANEL NUMBER, 4 TOP OF Z F_— _ PARAPET_ O — 8 11 TYP ALL y ---------------------- -------- -------------- ------------------_____ ----------------- - 12 Q CORNERS 15 SEE PANEL 7 FOR REINFORCING SEE PANEL 1 SEE PANEL 8 co rl6 ( ® ' 12 S5.1 I 13 j i 1 S5.1 ui cU I TYP I Z W Z CONCRETE PANEL REINFORCING KEY NOTES: co ° � 15 15 i u� - 1( 2 Q O #5 VERTICAL AT 12"O.C.,#5 HORIZONTAL AT 15"O.C., AT CENTERLINE OF PANEL S5.1 p S5.1 UJ *2!e TYP TYP O (1)#5 HORIZONTAL AT EACH FACE, EXTEND 4'-0"MIN. PAST OPENING EDGE OR TO EDGEI c`v w OF PANEL IF DISTANCE IS 4'-0"OR LESS. O3 (1)#5 X 4'-0"DIAGONAL AT ALL OPENING CORNERS, UNO,AT CENTERLINE OF PANEL 4 (1)#5 VERTICAL AT EACH FACE I 16 TYP Z _ _ _ _ _ _ _ _ _ 0D _ 151._95�'� Q O 5 (3)#6 HORIZONTAL AT 6"O.C., EACH FACE — - - - - - - - - - - - - - - —� 0" V �' o v 6 #3 TIES @ 6"O.C. MAX(VERT DIRECTION) FROM PANEL BOTT TO 2'-0"ABOVE TOP N O OF HIGHEST OPENING,THEN 24"O.C. MAX FOR REMAINDER OF PANEL HEIGHT O (6)#6 VERTICAL EVENLY SPACED, EACH FACE O8 _ _ NOT USED 51-911 16-0 R.O. 5-9 3 4 3 6 O (5)#6 VERTICAL EVENLY SPACED, EACH FACE 1 (5'-8 5/8"NET) (5'-8 5/8"NET) R.O. � WEST REINF 10 NOT USED 11 (1)#5 x N(24"CORNER REINF'G EA FACE/EA CORNER o O I � 12 (2)#5 CONTINUOUS, (1) EACH FACE,ALL PANEL PERIMETER EDGES,TYP O V cn Q M 0 13 NOT USED 27'-6" 27'-6" 26'-0" FIELD VERIFY) p -d o 26 10 T/ ( (u w o14 NOT USED " (26-9 3/4 NET) (27'-51/4"NET) (27'-51/4"NET) (25-11 3/4 NET) FIELD VERIFY Q� Z � o Z) 15 (2)#5 CONTINUOUS @ ROOF PERIMETER PER 8/S5.0, NOT REQUIRED @ 3/S3.0 - I �� Q a o a N I � r, , J o v 3x PLATE I 7 8 I TOP OF "�1 a co o a 5 6 (PARAPET • 16 (2)#5 CONTINUOUS @ SLAB PER 2/S5.0 N w I— �-I _ ------------ 30,_0, c� O .� `' i ------------ wo wx ---------- 12 w ¢ ,r 1w 15 11 TYP ALL Z Q b m COENERS 15 I z c� `0 F _ z cn a� ^; 4 I w z c� N 13 ' g o M , t° _ kn PANEL ELEVATION NOTES S5.1 I 3 1 16 s w IN S5.1 CIA0 1 REFER TO ARCHITECTURAL TYPE DRAWINGS T0 COORDINATE AND VERIFY ALL DIMENSIONS. oe 2. REFER TO ARCHITECTURAL TYPE DRAWINGS FOR ALL FLOOR ELEVATIONS,SLOPES,AND RECESSES. z I SEE PANEL 1 SEE PANEL 1 FOR REINFORCING I sj RU C T URa 3. SEE SHEETS S5.0&S5.1 FOR TYPICAL DETAILS. M Ov 15 5 PR E n 0,i NE S5.1 2 I \� F 0 4. REFER TO SHEET S1.0 FOR GENERAL STRUCTURAL NOTES. i i 12,320 R l 5. FIELD VERIFY ALL EXISTING CONDITIONS AND DETAILS PRIOR TO FABRICATION-TYPICAL THROUGHOUT. I TYP C i (2)7/8"0 LOOP 6. ALL PANEL ELEVATIONS SHOWN AS VIEWED FROM EXTERIOR OF BUILDING. I iv 3 INSERTS PER 2/S5.0 N OREGON = 7 15, Q' I 16 16 00I � <Y 19 00151.95' FN J NSF' 6 E At 0 E[ItH- XPIRES: 12-31-2013 (4)7/8"0 LOOP INSERTS PER 2/S5.0, SPACE EVENLY L L C O Y �v 5'-9" 16'-0"R.O. 5'-9" 3'-4" 2'-8" c :3 o a) Q U (5'-8 5/8"NET) (5'-8 5/8"NET) R.O. o 0 0 } E 2 Lu EAST REINF w w S3.0 ~ � 1 2 3 4 5 6 7 8 9 10 19'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-8" (19'-1 5/8"NET) I (19'-111/4"NET) i (19'-11 1/4"NET) I (19'-11 1/4"NET) i (19'-11 1/4"NET) i (19'-11 1/4"NET) i (19'-11 1/4"NET) I (19'-11 1/4"NET) I (20'-7 1/2"NET) i PANEL(NUMBER, 3x PLATE I I TYP I N 9 10 11 I 12 13 14 I 15 I 16 17 I TOP OF z z PARAPET 30'-0" fillof O U U) 12 ED o 11 1 �--- cn 13 w S5.1 r13 0 � S5.1 U SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G SEE PANEL 1 FOR REINF'G z 3 o w o 00 M U Z Of 5 14 rl 4 S5.1 S5.1 M 6 N N w TYP @ SOUTH 9 9 6 TYP @SOUTH PANELS c") PANELS o CV 151.95' — — — — — — — — — — SHEET NO. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� A it (2)7/8"0 LOOP 3'-10" 12'-0"R.O. 3'-4" INSERTS PER 2/S5.0 (3'-3 5/8"NET) 3 SOUTH REINF S3.0 1/8"= 1'-0" JOB N0. FHA-05 a � Z F- r n v z 0 �-- CD O U z C� L1.1 Ll_I W Q M N � A B C Z cn I r 1 rl 7 S5.1 (2) L2 1/2 x 2 1/2 x 5/16 BRACES PER 10/S5.0 TOP OF - - - - - - - - - - - - - - - PARAPET t 301-01, I i I I I I / \I I i --- I r2 I I I S5.0 S5.0 11 I� — I I S5.0 No � I (2) L2 1/2 x 2 1/2 x 5/16 TYP BRACES PER 10/S5.0 S5.0 ® V c (2) L2 1/2 x 2 1/2 x 5/16 I O.H. � O M BRACES PER 10/S5.0 I o I w > •rl Z j a ' ' I 14 Z � � a o ` • W � I � o L I 3 S3.0 w Q ZW ~ I 151.95' Z (1) � - - - - - - - 011 gM 7 O O 2 TRANSVERSE SECTION SjgUCTU&A4 S4.0 1/811= 11-011 CCD PRD�CV ,t\G I NE 12,320 W (,jam OREGON �G<Y 15, FN EXPIRES: 12-31-2013 10 9 8 7 6 5 4 3 2 1 co Q U co co A oo O I z z %e w I I I I I I I I I W � U w I I I I I I I U) w F- i I I I I I I I I w � U � I TOP OF I I I I I I I I I I PARAPET ' I I r r I r t I I I I I I I I I I I Z z j ri I I I I 1 I ' I I s5.o I I I I I I U 0 TYP I I I I I I 1 cn 0 I I I I I I I I S3.0 2 w I I I I I I z O U U z I I I 1 I I I I 0 w p _ _151.95' - - - - - - - - - - - - - - - - z M_ O w Lo 1 LONGITUDINAL SECTION O �-o 1/811 11-011 SHEET N0. S490 a JOB N0. FHA-05 s A V �COL&FOOTING CONCRETE SLAB ON GRADE, 1/8"WIDE x 1 1/2" 7 1/4" 8 1/2" SEE PLAN FOR ADDITIONAL INFORMATION DEEP(MIN)SAWCUT GRID - GRID ' WALL&REINF'G PER S3.0 = a 7/8"O LOOP INSERT TO RECEIVE ALL THREAD ROD, CENTER IN I I I a °" d, ° I SLAB,W/(2)#4 CONT - ;' 3 1/2" 1 41 �- °•- • a 7/8"O x 30"LONG ALL I CLR I �® THREAD ROD @ 48"O.C. I HSS COL&BASE PLATE s a ° A °' 7 1/4"PRECAST EDGE OF WALL °� STD SQ WASHER W/ I PER PLAN&SCHEDULE CONC PANEL NUT ON EA SIDE BEYOND I SHT S2.0,TYP a I I 1 TOP OF SLAB NOTE: I I I I I i • a. CD PROVIDE SAWCUTS AS SOON I AS PRACTICAL AFTER SLAB - 0- CAN SUPPORT EQUIPMENT. FIRM, UNDISTURBED SOIL OR APPROVED �- ° • _ I I CONC SLAB ON d • n STRUCTURAL FILL ° ° d GRADE PER PLAN a° I a W { Z v a o 0 0 0 EXTERIOR C °-•° �, E I a - a 1 uj TOOLED EDGE FINISH °- o o O FLOWABLE N.S. GROUT GRAD ( I z_ FINISH "' 9 CONCRETE SLAB ON GRADE, `_° GRADE C' GRADE I BLOCK-OUT&JOINT J � SEE PLAN FOR ADDITIONAL W/1/8 RADIUS (CONT)-MASTERFLOW 713 PER 6/S5.0 OR APPROVED EQUAL CD INFORMATION , „ „ - _ -.• ° _ 4°- ed •'d- _ �°• '- -' " • _ I 1 1/2"NON-SHRINK #4 x 4'-0"LONG @ 4'-0"O.C. 1 2 x 9 CONT ° KEY&GROUT g ° I I M . CENTER IN SLAB KEYWAY .° °` CONC FTG CENTER ON PANEL `° ° °`e PER 2/S5.0 ''a GROUT,TYP 1••�--� ,d - ° ° a d N ° v e (2)#4 CONT a >6 v ° o , a e• ° ii S e e " ° v ° ° ed n •d: G a J °d.> ' •d e s,, :•- ed ' •-°- • _ d I I - • - - u d #4 DOWELS • - -°', °_° a- do „°• _ G ,° 24"O.C. TYP FOOTING SEE LINE OF TYP FOOTING a e _ a z _ #4 x U @ 24"O.C. ZD @ a 'd _°°, 1 PLAN&SCHEDULE BEYOND PER 2/S5.0& :°, a° .a ° i [, d F** M ° °• Q SEE SCHEDULE = RUN TYP REINF'G THRU a :°.; '_i i i i d_ a`d U ° ° _ COL FOOTING,TYP I e f r w KEYED JOINT - �- - As ,� 5 #4 x CONT ip4 , ° _! ° :n•;;° ay,`d�h' ° a CL (� k FORM 1 1/2 x 3 1/2 FIRM UNDISTURBED C° - b °° = - - SOIL OR APPROVED - ," - ;;r. ° ; e d_ ° d ; b STRUCTURAL FILL ° - ° °pd d d ° .. d- U = FIRM UNDISTURBED ° ° • t NOTE: 6"COMPACTED FINE I I III I SOILS,TYP IT IS THE CONTRACTORS OPTION GRANULAR MATERIAL, SEE PLAN&SCHED PER PLAN WHICH JOINT TO USE. TYP ALL FOOTINGS 1 SLAB JOINT 2 FOOTING DETAIL 3 FDN @ OPENINGS 4 TYP COLUMN / FTG / SLAB @ EXT WALL 55.0 1„= 1'-0" �-o 1 rr= 1'-0" �-o 1„= 1'-0" �.o 1 if= 1'-011 B COLUMN&FOOTING 3/4"CHAMFER,TYPICAL No i COLUMN&BASE PLATE PER PLAN GRID ° ® V N e OM 3/4"CHAMFER,TYP :°-• ~ (0O 'd o e CONC WALL PER PLAN , 2'-6"SQ SLAB BLOCK-OUT DIAGONAL I I CL COL&FOOTING •� � W UJI TO COL GRID LINES. FILL W/ 1 1/2 NON-SHRINK GROUT b Q z v i 'r z EDGE NAILING z a CONCRETE AFTER COLUMN IS I- I J • o } i SIMPSON CMST12 x 7-0 V ERECTED PLUMBED&BOLTED IN I O 4I—I a PLACE,TYP Ow COLUMN& ;,��'; @LEDGER SPLICE W 4-4 im. «s BASE PLATE a ROOF SHT'G PER S1.0 SLAB, REINF'G, `' PER PLAN& 2'-6"SQ SLAB 1 1/2"x 3 1/2"C 0 NT KEY& O \ v &BASE PER I I SLAB CENTERLINE(TYP) U SCHEDULE / BLOCK-OUT, FILL CONC WALL PER PLAN ° ' SIMPSON WPU w Q FOUNDATION / I \ W/CONC AFTER I I EXTEND SLAB REINF INTO a z w PLAN,TYP I / \ COL INSTALLATION d 6 - a jb n BLOCK-OUT,TYP / \ .s _ '_ •d °• _ � v � a a w d , ^� _ a •a _ EDGE NAILING 'd' 3r{ 3 �V °6 p GRID - - — SIMPSON CMST12 x 7'-0"@ LEDGERkn r. w P I E EN TRAP SPLICE v� SLC CENTER S ON C O O •O O \ ° O O O 'O O O O, O A, r. I 1V0045� - -- o I o 0 0 0 0 0 I I TYP 2 � � I ROOF SHT G PER S1.0° O ' ' O O O O O O O O O O O O O O �-o EKE d •- - ucru \ / R Rq � ="e- ROOF JOISTS PER PLAN ttY p PRD n • d° a� a v! - '° I p .d.° ' °�`_ °f I •a a- ° _.• ° - --d-° \ / d - °e n �V�� ° -d d° a °° a I I _ I I G ° °'a a a a 4' \ I / —A a SIMPSON HDU8 W/7/8 O ROD NEF e. ° °' °' ° •° a -°•- '°d. e• d•°I I _,d°, �,°, t. •• °°• •d °°~' o• a -d` ° - 4, 7/8"O LOOP INSERT TO �. 12,3 e THREADED ROD AT EACH ROOF 20 d° a a ,a_I I > , d r - I • JOIST W/(2)#4 CONT ° °,a a °pd ° I I I I° �a a a d 4 x 12 PT W/(2) HILTI KB-TZ 5/8"fI1 Q I F; - ,•pe ° Q °. _ d I `• a; (5"CONC EMBED)@ 2'-0" O.C.& (P OREGON a 6"FROM EA SIDE OF LEDGER, �� '15,�g -n" a e• _ a_ ' a ,—d. - B e° �° _°v; e•- ,eOd_ _ ° -• a .a p _ 4 x 12 PT W/(2) HILTI KB-TZ 5/8"Ql �•- OFFSET ANCHORS 1'-0"FROM FN J. EN,�� (5 CONC EMBED) @ 4-0 O.C.&6 ROOF JOISTS 4"MIN _ ry FROM EA SIDE OF LEDGER SPLICE " EXPIRES: 12-31-2013 HOOK,TYP CO U TYP INTERIOR COLUMN / FOOTING / SLAB 6 PLAN / SECTION @ INTERIOR COLUMN / FTG 7 ROOF LEDGER 8 ROOF LEDGER U) = w m S5.0 (�) -0" 55.0 3/4"— 1'-0" 55.0 1 r,— 1'-0" 55.0 1 rr— 1'-Orr „i W r d' C 6 b o z Z w U w U I L6 x6 x5/16 x4"LONG EA SIDE W/5/8"O HILTI KB-TZ NOTE: (5"EMBED)&3l4"Q1 M.B. L2 1/2 x 2 1/2 x 5/16 BRACING ONLY REQUIRED AS NOTED ON 2/S4.0 B 7 1/4" °'• • <e=-a 1/2"CLR TYP 3/8"STFF'R PLATE EA SIDE 60 v� ° e°. BEAM PER BEAM PER ° FRAMING PLAN,TYP I FRAMING PLAN z Z EDGE NAILING p e 2 1/2" I 21/211 p ROOF SHT'G PER S1.0 E O d " U C/) O TYP 3x RIPPED NAILER W/(2) (3)3/4"0 A307 0 _ 1/4 3 1/8 GL PER PLAN BOLTS EA SIDE, d I 5/8"Q1 CARRIAGE BOLT @ W/SIMPSON WPU _ (6)TOTAL JIt ° 4'-0"O.C.,STAGGERED 3/8"STIFF'R `�' � cn 1 1/2" PLATE EA SIDE _ � M WALL PANEL& $_ TYP �\ EE oz REINF'G PER PLAN 0 0 \ N o I O TYP TYP U) 1/4 z - •' 1/4 0 , 4• O d - 0 w a s o o V` o 4 CAP PLATE 3/4"x 11"x 16"W/ ( I ° I 4 3/4"0 A307 BOLTS, 1"WF EDGE DISTANCE TYP I I @COL CAP (2)5/8"O THRU I i END PLATE 1/2",TYP co BOLTS rr ,r rr I i BEAM PER BELOW PLATE 3/4 x 9 x 14 I o w 1 ' I 1/4 " I FRAMING PLANE— " I I TYP 5/8"0 BOLT Wi(4)3/4 QJ A307 I I I u7 0 1/4 BOLTS I n 2 1/2" I 2 1/2" L 2 1/2 x 2 1/2 x 5/16 EA SIDE f I I TYP COLUMN PER PLAN OF WF BEAM, (2)TOTAL, ( 1/4 } 1 1/2" SEE 2/S4.0 FOR REQUIRED ( I SHEET NO. LOCATIONS, CLIP VERT ( I COLUMN PER WF BEAM LEG&BEND AS SHOWN I FOUNDATION PLAN PER PLAN I 3 1/2"___ I I 9 BEAM TO NEW WALL 10 11 r12�BEAM SECTION MIDDLE COLUMN BEAM CONNECTIONBEAM TO BEAM CONNECTION S5.0 1„= 1'-0" S5.0 1„_ 1 -0 S5.0 ,r_ ,r S5.0 „_ „ 1 - 1r-0 1 - 1 -0 JOB N0. , FHA-05 (2) 1/2"0 x 24"LONG NELSON DEF. BAR ANCHORS @ 3"O.C.& 41/2" 6" WELD TO EMBED PLATE loo EXTERIOR FACE (2) 1/2"0x 24"LONG NELSON NOTE: z DEF. BAR ANCHORS @ 3"O.C.& CL SEE S1.0 FOR ALL WELDING& ® t e_ d WELD TO EMBED PLATE, 3/4"PANEL L4 x 4 x 5/16 x 6"LONG W/(2) CONCRETE ANCHOR SPECIAL EXISTING CONC BUILDING d 4`` =- _ ° ° _°"d q Q° = =• - "' � oe CENTER ON PLATE INSPECTION REQUIREMENTS 00 JOINT,TYP 1/2"0 x 24"LONG NELSON CONT JOINT ROPE&SEALANT DEF, BAR ANCHORS @ 3"O.C. t r BEAD, FULL HGT,TYP &WELD TO EMBED PLATE L4 x 4 x 5/16 x 6"LONG @ 4'-0" °,d, ,a e d_ ° - • °` O _9° - -6 °,° e 6 ,,-d '°_' _q" -d d °" 4d ` d°a LONG NELle SON DEF.BAR °°° ' EMBED PLATE 3/8"x 6"x 6", =° °`° ANCHORS @ 3"O.C.&WELD Y ' ,tl- _ - ;d a ,a°- _ - ,•1. TA - 02 TO EMBED PLATEF.B. 1"x 1"x 6"LONG L4 x 4 x 5/16 x 6" LONG @ 4'-0"O.0 1 ° I V VERT.W/(2) HILTI KB-TZ 1/2"O a = °a,; - '•,e,"' (4"CONC EMBED)@ 3"O.C. a' v• EXTERIOR FACE EMBED PLATE 3/8 x L 6 x 4 x 5116 x 4 BUTTERFLY a = a a°d e Y _ 1/4 6"x 6"@ 4'-0"O.C. LONG @ 4'-0'O.C. TO ANGLE,TYP 1/4 - 1/4 3" PLATE 5/16"x 3 1/2"x 6"BUTTERFLY •a CLIP PER VIEW BELOW ° - - CONNECTION ANGLE '31/2 (2) 1/2 Q1 x 24 LONG NELSON 4 x 4 x 5/16 x 6"@ 4'-0"O.C. 4 i , DEF. BAR ANCHORS @ 3 O.C. 3 SIDES BUTTERFLY &WELD TO EMBED PLATE _° a 1/4 1 3/4" -13/41' TO ANGLE,TYP °= r a 3 SIDES OF L6 a °e 1/4 NOTE: + a HSS PER PLAN LOCATE HORIZ OF WALL PANEL CONNECTION EMBED ANGLES @ 4'-0"O.C. -° MAX VERTICALLY FROM TOP OF SLAB,TYP ! - co CD PLATE 5/16"x 3 1/2"x 6"W/3/8"0 HOLE - �7 PUNCHED PRIOR TO SHEARING-BEND 7 1/4" t� EA SPLIT LEG AS SHOWN K"'l3 PANEL TO PANEL CONNECTION rl4 PANEL TO PANEL CONNECTION @COLUMN rl5 CONC PANEL TO PANEL CONNECTION 16 PANEL CONNECTION @EXISTING BUILDING r S5.1 1 1/2'= l'-0" S5.1 "— ,� 1 1/2 - 1 0 S5-1 1 1/211= 1'-0" 5• 1 1/2"= 1'-0" 2"DIA. PIPE HAND RAIL, GALV., @ 4'-0"1 f EMBED AS SHOWN N � O N 1-1/2"CLR U FINISHED GRADE(LEVEL) V 0 N r �.., O O � :) CD � � w > .� Z ? o`er ' o • e `� 0.. O (2)#3 CONT. w 1 1/2" ° I III � � � CLR of �— WALL VERTS. U Q #4 @12"O.C. Z w r. LLl Q BEAM-SEE PLAN w v c L6x6x5/16x4"LONG EA • :- SIDE W/5/8"O HILTI KB-TZ „ " > ,�� :.= z ..� WALL HORIZ. d FREE DRAINING Q �{ t w N , 4 ' (5"EMBED)&3/4"O M.B. #4 @ 12 O.C. Na`_;_ GRANULAR O OM ;J� BACKFILL,TYP. > O ° a 4" DIA PERFORATED o � in Lo DRAIN PIPE W/SOCK `I' 0. a IN FREE DRAINING ° FOOTING DOWELS GRANULAR FILL - � SjFtIJCTU12gC Q ,e e 2"CLR. _ ,Q - > O O 1 1/2" ; HEEL REINF., R�FFs TYP #4 @ 12 O.C. 0 a4, a S d, 1 1/2"x 31/2" ° FOOTING LONGIT. 12,320 9 °• ° KEYWAY ° -. �� (8)#4 EVENLY SPACED I 4 3" CLR (P OREGON 15 `adv I I Of :g n d „ ,• d p"- °` - -o `e• ° �� J. L{��j♦ a LL V I e ♦� 4d• I I - - - a` - yO �. a,,__ f ° d' ,ae: oda, - r • a' q EXPIRES; 12-31-2013 v _ I I ° v` EXI TIN N A L .a S GCO CW L ` - I _ d _(2)#4 CONT. -I I I v o 1'-0" 811 oe COMPACTED 1-1/2"MINUS FIRM, UNDISTURBED o o C) NOTE: SOILS OR APPROVED : v SEE 9/S5.0 FOR INFO&DETAL NOT SHOWN STRUCTURAL FILL C/) 2 Q 5'-0" o o U o ' i rl7 BEAM TO EXISTING WALL rl8 SITE RETAINING WALL S5.1 111— 1'-0" S5.1 3/4"— 1'-011 t cn Z z O � O ccn w o _ w i t o — U > cn z O W ` z � M_ O w Q � O O SHEET NO. JOB NO. FHA-05