Loading...
HomeMy WebLinkAboutPlan, Final APPLICANT 6/3/2015Springfield Pavilion N 0 SP ri n 9 field Oregon Stak ,, GENERAL NOTES I 1 . DRAWINGS SHALL NOT BESCALED. 2. THE WORK SHALL BE|NACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND RESTRICTIONS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, RESTRICTIONS AND DIMENSIONS. 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT (}FANY DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS AND SHALL NOT PROCEED UNTIL DISCREPANCIES ARE CLARIFIED BYARCHITECT 5. CONTRACTOR SHALL PROTECT AREAS AFFECTED 8YTHE WORK FROM DAMAGE FROM WEATHER 0RADJACENT WORK 0. CONTRACTOR SHALL REPAIR ALL AREAS DAMAGED BYTHE WORK AND/OR INADEQUATE PROTECTION ATNOADDITIONAL EXPENSE TOOWNER. 7. CONTRACTOR SHALL DISPOSE OFWASTE AND DEBRIS GENERATED 8YTHE WORK ORCAUSED BYTHE CONTRACTOR |NACCORDANCE WITH APPLICABLE CODES, LAWS AND ORDINANCES. 8. CONTRACTOR TOVERIFY ALL JOINTS NOTED TDBEREPAIRED WITH FIELD CONDITIONS. 0. FOR ELECTRICAL, SEE SHEET A1O1 SHEET INDEX GOMO COVER SHEET / SHEET INDEX CIVIL C1.0 CIVIL NOTES C2.0 GRADING AND UTILITY PLAN C3.0 CIVIL DETAILS ARCHITECTURAL Sp01 SITE PLAN SP02 ENLARGED SITE PLAN /PAVILION &1O1 PAVILION PLANS AND ELECTRICAL NOTES A201 ELEVATIONS AND SECTION F�U�`��� ..`. S ) ��/� L�U\� / / ' �/ `' �' 7 &k1 12»,(`eu] mod m/w/ ���N UUr/' . 5wr— �n�/ ~ | y� � � / * JUN v � �- �M� M � Y� ��— Final Submittal Architect /Engineac OWNER'S REPRESENTATIVE CIVIL ENGINEER -ARCHITECT John A. Stark, Architect Meetinghouse Facilities Department WDY Structural + Civil Engineers Contact Person: John Stark Contact Person: Scott Robison, Project Manager Contact Person: Cole G. Presthus PO Box 23215 Portland OR, 97239 1271 Overlook Drive 6443 SW Beaverton Hillsdale Hwy. phone: 503.544.6840 Lake Oswego, OR 97034 Suite 210 fax: 503.213.6181 office: 503.673.0118 Portland, OR 97221 jsbellaopus@msn.com cell: 801.718.1217 503-203-8111 ,, GENERAL NOTES I 1 . DRAWINGS SHALL NOT BESCALED. 2. THE WORK SHALL BE|NACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND RESTRICTIONS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, RESTRICTIONS AND DIMENSIONS. 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT (}FANY DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS AND SHALL NOT PROCEED UNTIL DISCREPANCIES ARE CLARIFIED BYARCHITECT 5. CONTRACTOR SHALL PROTECT AREAS AFFECTED 8YTHE WORK FROM DAMAGE FROM WEATHER 0RADJACENT WORK 0. CONTRACTOR SHALL REPAIR ALL AREAS DAMAGED BYTHE WORK AND/OR INADEQUATE PROTECTION ATNOADDITIONAL EXPENSE TOOWNER. 7. CONTRACTOR SHALL DISPOSE OFWASTE AND DEBRIS GENERATED 8YTHE WORK ORCAUSED BYTHE CONTRACTOR |NACCORDANCE WITH APPLICABLE CODES, LAWS AND ORDINANCES. 8. CONTRACTOR TOVERIFY ALL JOINTS NOTED TDBEREPAIRED WITH FIELD CONDITIONS. 0. FOR ELECTRICAL, SEE SHEET A1O1 SHEET INDEX GOMO COVER SHEET / SHEET INDEX CIVIL C1.0 CIVIL NOTES C2.0 GRADING AND UTILITY PLAN C3.0 CIVIL DETAILS ARCHITECTURAL Sp01 SITE PLAN SP02 ENLARGED SITE PLAN /PAVILION &1O1 PAVILION PLANS AND ELECTRICAL NOTES A201 ELEVATIONS AND SECTION F�U�`��� ..`. S ) ��/� L�U\� / / ' �/ `' �' 7 &k1 12»,(`eu] mod m/w/ ���N UUr/' . 5wr— �n�/ ~ | y� � � / * JUN v � �- �M� M � Y� ��— Final Submittal Architect /Engineac Projec_tN umber: Plan Series: Property Number: Sheet Title: ����������A���T/ �������.� SHEET . � SHEETINDEX | ��' ,�_�- ; .,�����,^ / LU zz 00 LU LO N CTJ 0 LIJ LL z L0 L0 L0 Projec_tN umber: Plan Series: Property Number: Sheet Title: ����������A���T/ �������.� SHEET . � SHEETINDEX | ��' ,�_�- ; .,�����,^ / LU zz LU 0 LIJ LL z L0 Projec_tN umber: Plan Series: Property Number: Sheet Title: ����������A���T/ �������.� SHEET . � SHEETINDEX | ��' ,�_�- ; .,�����,^ / L0 L0 IU cu Projec_tN umber: Plan Series: Property Number: Sheet Title: ����������A���T/ �������.� SHEET . � SHEETINDEX | ��' ,�_�- ; .,�����,^ / 6 E 10 Inco 0 0 U / Q rz a >L a CIVIL ABBREVIATIONS A.B. ANCHOR BOLTS HDPE HIGH -DENSITY -POLYETHYLENE ABBR ABBREVIATION HORIZ HORIZONTAL A.C. ASPHALT CONCRETE H. P. HIGH POINT ACCDG ACCORDING HT HEIGHT A. D. AREA DRAIN I. E. INVERT ELEVATION ADA AMERICANS WITH DISABILITIES ACT INFO INFORMATION A.F.F. ABOVE FINISH FLOOR INT INTERIOR AHD AHEAD I. R. IRON ROD ALT ALTERNATE JT JOINT APPX APPROXIMATELY L LENGTH ARCH ARCHITECTURAL LBS OR # POUNDS A.R.V. AIR RELIEF VALVE L. F. LINEAR FEET B.C.R. BEGIN CURB RETURN LIN LINEAR BF BACKFLOW LT LEFT BLDG BUILDING M.B. MACHINE BOLT B.O. BLOW -OFF MANUF MANUFACTURER BOT BOTTOM MBR MEMBER B. R. BEGIN RETURN MAT' L MATERIAL B.S. BACK OF SIDEWALK MAX MAXIMUM BTWN BETWEEN MECH MECHANICAL BW BACKWATER M.J. MECHANICAL JOINT C. B. CATCH BASIN MH MANHOLE C.I. CAST IRON OR CURB INLET MIN MINIMUM C.J. COLD JOINT (N) NEW C. L. CENTER LINE N. S. NON SHRINK CLR CLEAR N.T.S. NOT TO SCALE CNTR CENTER O.C. ON CENTER CO CLEANOUT O. H. OR O.P.P. OPPOSITE HAND COL COLUMN O.W.S. OIL WATER SEPARATOR CONC CONCRETE PL PLATE CONN CONNECTION P.L. PROPERTY LINE CONT CONTINUOUS P.C. POINT OF CURVATURE COP COPPER P.C.C. POINT OF COUNTER CURVATURE C. 0. T, G. CLEAN OUT TO GRADE PERF PERFORATED CPLG COUPLING PLYWD PLYWOOD CULV CULVERT R.P. PRIMARY POWER/POWER POLE DBL DOUBLE PROP PROPOSED D.C. DOUBLE CHECK PSF POUNDS -PER -SQUARE -FOOT DCDA DOUBLE CHECK DETECTOR ASSEMBLY P.T. POINT OF TANGENCY DET DETAIL PVC POLYVINYL -CHLORIDE D. F. DOUGLAS FIR P.U.E. PUBLIC UTILITY EASEMENT D. I. DUCTILE IRON OR DITCH INLET P. W. PUBLIC WORKS DIA OR DIAMETER R OR RAD RADIUS DIM DIMENSION R.D. ROOF DRAIN DIR DIRECTION REINF REINFORCEMENT/REINFORCING DO DITTO REQ'D REQUIRED DOM DOMESTIC REHAB REHABILITATION DP DEEP DRWG OR DWG DRAWING ROCR REDUCER DS DOWN SPOUT R.P. RADIUS POINT D. W. DRY WELL RT RIGHT D/W DRIVEWAY R/W or R.O.W. RIGHT-OF-WAY EA EACH SCHED SCHEDULE E.C.R. END CURB RETURN SED SEDIMENTATION E.G. EXISTING GRADE SERV SERVICE E.J. EXPANSION JOINT SHT SHEET EL OR ELEV ELEVATION SIM SIMILAR ELEC ELECTRIC SPECS SPECIFICATIONS EMBED EMBEDMENT SQ SQUARE E. O. P. EDGE OF PAVEMENT STD STANDARD E.O.R. ENGINEER OF RECORD S. S. SANITARY SEWER EQ EQUAL STA STATION E.R. END RETURN ST.D. STORM DRAIN E. W. EACH WAY STIFF STIFFENER EX OR EXIST EXISTING STL STEEL EXP EXPANSION STRUCT STRUCTURAL EXT EXTERIOR SDWLK SIDEWALK F.C.A. FLANGED COUPLING ADAPTER T. C. TELEP TOP OF CURB TELEPHONE FD FOUND T.O.F. TOP OF FOOTING F.D.C. FIRE DEPARTMENT CONNECTION T.O.S. TOP OF SLAB FNDN FOUNDATION T.O.W. TOP OF WALL F. F. FINISH FLOOR TYP TYPICAL F. G. FINISH GRADE U. E. UNDERGROUND ELECTRICAL F. H. FIRE HYDRANT U.O.N. UNLESS OTHERWISE NOTED FIN FINISH U.P. UNDERGROUND POWER F. L. FLOW LINE U.R.M. UNRE I NFORCED MASONRY FLG FLANGE U.T. UNDERGROUND TELEPHONE FLR FLOOR V. B, VALVE BOX F.P. FINISH PAVEMENT VERT VERTICAL F.O.C. FACE OF CURB VLT VAULT FTG FOOTING W WATER GA GAGE OR GAUGE W.J. WET JOINT GALV GALVANIZED W.M. WATER METER G. B. GRADE BREAK W. Q. WATER QUALITY GEN GENERAL W.W.F. WELDED WIRE FABRIC GR GROUND W/ WITH G. S. GROUND SHOT W/0 WITHOUT G.S.P. GALVANIZED STEEL PIPE GUT GUTTER G. V. GATE VALVE CIVIL NOTES 01.0 GENERAL 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL NECESSARY TRAFFIC CONTROL PLANS, TEMPORARY SHORING AND OTHER INCIDENTAL WORK NEEDED FOR THE COMPLETION OF THE WORK. 4. WHERE REFERENCE IS MADE TO IBC, ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT DATE SHALL APPLY. 5. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS, THE "INTERNATIONAL BUILDING CODE" (IBC), THE INTERNATIONAL PLUMBING CODE (IPC) AND THE PROVISIONS OF "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION', 1996 EDITION, OREGON STATE HIGHWAY DIVISION (OSHD), AS AMENDED BY ALL OTHER STATE AND LOCAL CODES, JURISDICTIONS, PERMITS, AND BUILDING REQUIREMENTS THAT APPLY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS AND SUBMIT TRAFFIC CONTROL PLANS PRIOR TO PROCEEDING WITH WORK. 6. EXISTING UTILITIES, SITE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON RECORD DRAWINGS PROVIDED BY OR MADE AVAILABLE BY THE OWNER. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE LOCATION OF EXISTING FEATURES AND UTILITIES PRIOR TO CONSTRUCTION, AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED WORK. MINOR ADJUSTMENTS BASED ON FIELD CONDITIONS SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. LOCAL COUNTY AND CITY RECORD DRAWINGS T SHOULD BE REVIEWED BY THE CONTRACTOR FOR THIS PURPOSE. THE EXISTENCE AND LOCATION OF EXISTING FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OBTAINED FROM RECORD DRAWINGS OR INFORMATION PROVIDED BY OTHERS, IMPLIED OR OTHERWISE. 7. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH BY OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL (800) 332-2344. 8. CONTRACTOR SHALL CAREFULLY MAINTAIN BENCHMARKS, PROPERTY CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. IF SUCH POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL PAY FOR THEIR REPLACEMENT BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET PROPERTY CORNERS AND OTHER SUCH MONUMENTS. 9. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLATION AS NECESSARY OF ALL PUBLIC AND PRIVATE UTILITIES FOR THIS PROJECT INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, NATURAL GAS, STREET LIGHTS, ETC. 10. CONTRACTOR TO MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON SITE FOR THE SOLE PURPOSE OF CONTRACTOR RECORDING AS -BUILT INSTALLATION OF IMPROVEMENTS. SUBMIT AS -BUILT PLANS TO OWNER. 11, ALL CONSTRUCTION ACTIVITY SHALL BE DONE IN A SAFE AND NEAT MANNER AND UNDER OBSERVATION BY CITY FORCES. 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING, ERECTION / INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC. 13. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) REGULATIONS AND THE CITY OR COUNTY STANDARD CONSTRUCTION SPECIFICATIONS. 14, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, RETAINING WALLS, OR PAVEMENT. 15. ALL WATER AND SEWERAGE APPURTENANCES SHALL CONFORM TO APWA, OREGON CHAPTER, "STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"; THE APPROVED CONSTRUCTION DRAWINGS; AND CITY OF SPRINGFIELD REQUIREMENTS. 17. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 18. DO NOT SCALE INFORMATION FROM DRAWINGS. 19. CONTRACTOR TO REMOVE FROM SITE EXCESS SOIL OR OTHER MATERIALS NOT REUSABLE FOR THIS PROJECT, AND COMPLY WITH ALL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 20. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSION. SUCH CONTROL MAY CONSIST OF APPROPRIATE REVEGETATION OR OTHER ACCEPTABLE MEANS AND METHODS. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTHWORK OR SITE STRIPPING. 21. MATERIAL IN SOFT SPOTS WITHIN 5 FEET OF PAVEMENTS OR BUILDINGS SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM SUBGRADE AND SHALL BE REPLACED WITH 1-1/2" - 0" CRUSHED ROCK COMPACTED TO 95% PER ASTM D1557. 22. THE NATIVE SUBGRADE SURFACE SHALL BE APPROVED BEFORE SCARIFYING OR PLACING ANY FILL OR BASE ROCK BY THE SOILS ENGINEER. THE UPPER 8 INCHES OF NATIVE SUBGRADE IS TO BE SCARIFIED, DRIED AND RECOMPACTED TO 90% MAXIMUM DRY DENSITY PER ASTM D698. FOR WET WEATHER CONSTRUCTION (AS DETERMINED BY THE GEOTECHNICAL ENGINEER) A WORKING BLANKET OF PIT RUN OR CRUSHED ROCK IS TO BE LAID OVER GEOTEXTILE FABRIC. ON-SITE COMPACTION TESTS AND DEFLECTION TEST(S) PERFORMED WITH A 50,000 LB. VEHICLE MUST BE PERFORMED AND WITNESSED BY THE GEOTECHNICAL ENGINEER. NO DEFLECTION IS ALLOWED AND ALL BUILDING AND PAVEMENT AREAS MUST BE PROOF -ROLLED. DURING WET WEATHER CONSTRUCTION (AS DETERMINED BY THE SOILS ENGINEER), PROVIDE THE PROOF -ROLL TEST OVER THE BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY PAVEMENT. 23. CRUSHED ROCK BASE MATERIAL AND PIPE ZONE MATERIAL SHALL BE CRUSHED ROCK CONFORMING TO OREGON DEPARTMENT OF TRANSPORTATION (ODOT) SECTION 00640 AND 00641 AND BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D1557. 24. 3/4 " - 0" CRUSHED ROCK PIPE ZONE AND BACKFILL MATERIAL IS REQUIRED FOR ALL UTILITY LINES, CONDUITS AND LEVELING COURSES. REFER TO THE TYPICAL UTILITY CONDUIT TRENCH AND PAVEMENT DETAILS. 25, ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A 12.5MM DENSE GRADED HOT MIX WITH A 5.8% MINIMUM ASPHALT CONTENT PER OREGON DOT CLASSIFICATION FOR ALL LIFTS. PAVEMENT SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR SINGLE AND FIRST LIFTS AND 92% COMPACTION SHALL BE REQUIRED FOR SUBSEQUENT LIFTS. 26. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. 27, ALL PORTLAND CEMENT CONCRETE PAVEMENT SHALL HAVE A 28 DAY MINIMUM ULTIMATE STRENGTH OF 4500 PSI. PROVIDE A MINIMUM OF (4) TEST CYLINDERS IN ACCORDANCE WITH CURRENT IBC AT EACH POUR. A. MINIMUM MIX REQUIREMENTS: I. CEMENT CONTENT PER YARD: 5 SACKS. I1. MAXIMUM WATER/CEMENT RATIO: 0.45. FLY ASH MEETING ASTM C618 AND WITH LOSS ON IGNITION LESS THAN 3% MAY BE ADDED TO THE CEMENT, BUT NOT MORE THAN 15% BY WEIGHT. Ill. SLUMP: 3 INCH TO 4 INCH. DEVIATING FROM DESIGN SLUMP +1/2 INCH TO -1 INCH WHEN CONCRETE IS TO BE PUMPED, ADD PLASTICIZERS MEETING ASTM C494 AND PROVIDE A NEW MIX DESIGN. DO NOT ADD WATER. IV. ADMIX: PROVIDE WATER REDUCING ADMIX (MASTER BUILDERS) AND REDUCE WATER USED BY 10% MINIMUM FOR ALL SLABS. V. AIR ENTRAINMENT: PER ACI 301 AND 306 AT ALL EXTERIOR SLABS AND FLAT WORK, 6.0% AIR MINIMUM. VI. ALL ADMIXTURES TO BE COMPATIBLE FROM SAME MANUFACTURER, B. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. C. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. D. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON PLANS. IN AREAS WHERE JOINTS ARE NOT SHOWN, INSTALL IN SQUARE PATTERN AT 15' ON CENTER EACH WAY MAXIMUM. INSTALL JOINTS AT ALL RE-ENTRANT CORNERS. E. PROVIDE 1/4" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN SLABS AND WALLS THAT ARE NOT DOWELED TOGETHER, AND AROUND COLUMNS THAT DO NOT HAVE SLAB BLOCKOUTS. 28. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL REGULATIONS. NOTIFY ARCHITECT AND ENGINEER PRIOR TO INSTALLING FINISH PAVEMENT IN CONFLICT WITH ADA REQUIREMENTS. IN GENERAL: A. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO DIRECTION OF TRAVEL IS 2.0%. B. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. C. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE BETWEEN LANDINGS IS 30 INCHES, HANDRAILS ARE REQUIRED EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. D. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. E. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE WITH ADA. F. STRAIGHT GRADE FINISH PAVEMENT AND TOP OF CURB ELEVATIONS BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH GRADES AT GRADE BREAKS. 03.0 PRIVATE UTILITIES 1. CONTRACTOR TO PROVIDE UTILITY SUBMITTALS FOR REVIEW PRIOR TO INSTALLATION OF ALL PROPOSED UTILITY PIPES, CONDUITS, MANHOLES, BENDS/FITTINGS AND ALL OTHER SYSTEM APPURTENANCES. 2. STORM DRAIN AND WATER LINES IN PRIVATE PROPERTY SHALL BE PRIVATELY OWNED, MAINTAINED AND OPERATED. PROVIDE TRACER WIRE AND WARNING TAPE FOR ALL PLASTIC UTILITY LINES. 3. ALL PRIVATE STORM DRAIN PIPE AND WATER PIPE AND APPURTENANCES SHALL MEET THE REQUIREMENTS OF THE LATEST INTERNATIONAL PLUMBING CODE AS APPLICABLE. 4. CAST IRON STORM DRAIN PIPE AND JOINTS SHALL BE HUBLESS, SERVICE WEIGHT, AND MEET THE REQUIREMENTS OF CISPI 301. JOINTS SHALL BE MECHANICAL CLAMP RING TYPE STAINLESS STEEL EXPANDING AND CONTRACTING SLEEVES WITH FULL CIRCLE NEOPRENE RIBBED GASKETS FOR POSITIVE SEAL. COUPLINGS AND SHIELDS TO BEAR THE MANUFACTURER'S REGISTERED INSIGNIA. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 5. ABS SCHEDULE 40 SOLID WALL PLASTIC PIPE AND FITTINGS MEETING REQUIREMENTS OF ASTM D 2661 JOINED WITH PIPE CEMENT MEETING REQUIREMENTS OF ASTM 2235. 6. EXTERIOR CLEANOUTS IN WALKWAYS SHALL BE J.R. SMITH 4023-U WITH HEAVY DUTY NICKEL BRONZE TOP, TAPER HEAD, ABS PLUG AND TOP SECURED WITH VANDAL PROOF SCREWS, FLUSH AT FINISH GRADE. 7. PVC WATER PIPE (3/4" TO 2-1/211 DIAMETER) SHALL CONFORM WITH ASTM D2241,160 PSI PIPE. JOINTS SHALL BE SOLVENT CEMENT WELDED CONFORMING WITH ASTM D2672 OR ASTM 03036. SOLVENT CEMENT SHALL CONFORM TO ASTM D 2564. 8. INSTALL ALL PLASTIC PIPE AND FITTINGS IN ACCORDANCE WITH ASTM D2321. 9. A MINIMUM DEPTH OF 30 INCHES IN PRIVATE LANDSCAPE AREAS AND 36 INCHES IN PRIVATE STREETS FROM FINISHED GRADE TO THE TOP OF WATER PIPE IS REQUIRED. 10. BLOW -OFF ASSEMBLIES ARE REQUIRED AT ALL DEAD-END PRIVATE WATER LINES. 11. ALL PRIVATE WATER LINES SHALL BE FLUSHED, PRESSURE TESTED AND DISINFECTED PER AWWA C600, SECTION 4 AND AWWA C601. 12. ALL WATER LINE CROSSINGS WITH SANITARY SEWER SHALL COMPLY WITH APPLICABLE DEQ AND OREGON STATE HEALTH DIVISION RULES AND REGULATIONS RELATING TO VERTICAL AND HORIZONTAL SEPARATION. 13. ALL NEW AND EXISTING MANHOLE RIMS, CATCH BASIN RIMS, CLEAN -OUTS AND OTHER INCIDENTAL STRUCTURES SHALL BE LOCATED AND ADJUSTED TO FINISH GRADE OR AS OTHERWISE INDICATED ON THE DRAWINGS. 08.0 EROSION CONTROL NOTES 1. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1sT THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. 13. THE CONTRACTOR/DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. 14. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 10.0 SEDIMENT FENCES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 3. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 5. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 12.0 CONSTRUCTION OBSERVATION, INSPECTION AND TESTING 12.1 GENERAL 1. INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFY GEOTECHNICAL ENGINEER AND TESTING LABS IN TIME TO MAKE SUCH INSPECTIONS AND ALL NECESSARY REINSPECTIONS. 3. CONTRACTOR: DO NOT COVER WORK REQUIRED TO BE INSPECTED OR REINSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS COVERED, UNCOVER AS NECESSARY. 4. INSPECTORS SHALL PROMPTLY NOTIFY THE CONTRACTOR PRIOR TO LEAVING THE SITE AND OWNER'S REPRESENTATIVE OF SUBSTANDARD WORK AND PROVIDE A COPY OF ALL REPORTS TO THE OWNER, ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL, 5. CONTRACTOR TO NOTIFY CIVIL ENGINEER WHEN UTILITY WORK BEGINS AND FOR OBSERVATION OF BASE ROCK PRIOR TO PLACING FINISH CURBS OR PAVEMENTS. 12.2 SPECIAL INSPECTIONS 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE INTERNATIONAL BUILDING CODE (IBC) FOR THE FOLLOWING: A. SOILS: I. FOUNDATION EXCAVATION TO BE OBSERVED BY OWNER'S GEOTECHNICAL ENGINEER FOR FIELD VERIFYING FOUNDATION DRAINAGE AND DEWATERING RECOMMENDATIONS. II. NATIVE SUBGRADE SURFACE TO BE PROOF -ROLLED AND OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF ALL R ROCK MATERIALS UNDER OR WITHIN 5 FEET OF P FILL O BASE OC ALL PAVEMENT AND BUILDING AREAS. DURING WET WEATHER CONSTRUCTION WHEN PROOF -ROLL OF NATIVE SUBGRADE MAY NOT BE APPROPRIATE (AS DETERMINED BY GEOTECHNICAL ENGINEER), PROVIDE PROOF -ROLL OF ALL BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY FINISH PAVEMENTS. 111. DURING THE PLACEMENT OF ALL FILL, INCLUDING TRENCH BACKFILL AND BASE BELOW PAVEMENTS AND BUILDINGS, GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY THAT MINIMUM COMPACTION REQUIREMENTS ARE MET. PROVIDE TEST FOR EACH 40 CUBIC YARDS PLACED. IV. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO OBSERVE ALL PROOF ROLLS. CONTACT: HARDMAN GEOTECHNICAL, INC. 24560 SW MIDDLETON ROAD SHERWOOD, OR 97140 (503) 575-5634 B. PAVEMENTS: 1. VERIFY COMPACTION OF ASPHALT PAVEMENTS. 11. VERIFY ULTIMATE STRENGTH, REINFORCEMENT SIZE, PLACEMENT AND GRADE OF CONCRETE PAVEMENTS. C. STORM DRAIN PIPE: I. CONTRACTOR TO PROVIDE HYDROSTATIC OR AIR TESTING OF ALL PIPES, JOINTS, MANHOLES, ETC. AS REQUIRED BY LOCAL AND STATE JURISDICTIONS. 11. OBSERVE DEFLECTION TEST PERFORMED BY CONTRACTOR FOR ALL FLEXIBLE STORM AND SANITARY PIPE. DEFLECTION TEST TO BE IN ACCORDANCE WITH OREGON CHAPTER APWA 303.9. P ie- (Op� 6,116 P/W j&H,au mod /PffiirJY Jho 5mtk CIVIL SHEET LIST EXISTING CONDITIONS LEGEND: o FOUND MONUMENT AS NOTED -oH- OVERHEAD UTILITY LINES I.P. IRON PIPE -ss- UNDERGROUND SANITARY SEWER I.R. IRON ROD -so- UNDERGROUND STORM DRAIN W/YPC WITH YELLOW PLASTIC CAP - w - UNDERGROUND WATERLINE wv > J i >< WATER VALVE - G - BURIED GAS LINE GV < +s C: pQ GAS VALVE - T - BURIED TELEPHONE LINE E❑ ELECTRIC METER - E - BURIED ELECTRIC LINE ® ELECTRIC CABINET -TV- BURIED TV LINE -a- SIGN LO0 1 I Q TELEPHONE RISER ® GAS METER T I Q 1 1 © CABLE RISER ® WATER METER i � r o M8 MAILBOX FIRE HYDRANT 000.00EPX SPOT ELEVATION EDGE PAVING c0-3 UTILITY POLE 00 CLEANOUT 000.00FLX SPOT ELEVATION FLOW LINE to IRRIGATION CONTROL BOX OOO.00FFX SPOT ELEVATION FINISHED FLOOR METAL LIGHT POLE OOO.OGNOX SPOT ELEVATION GROUND ® CATCH BASIN OOO.00ACX SPOT ELEVATION TOP OF PAVEMENT CATCH BASIN (SUMP TYPE) OOO.00CCX SPOT ELEVATION TOP OF CONCRETE �A U TRANSFORMER OOO.00TCX SPOT ELEVATION TOP OF CURB ER ❑ ELECTRIC RISER 000.00EGX SPOT ELEVATION EDGE GRAVEL EB ❑ ELECTRIC BOX T GUY ANCHOR CIVIL NOTES 01.0 GENERAL 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL NECESSARY TRAFFIC CONTROL PLANS, TEMPORARY SHORING AND OTHER INCIDENTAL WORK NEEDED FOR THE COMPLETION OF THE WORK. 4. WHERE REFERENCE IS MADE TO IBC, ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT DATE SHALL APPLY. 5. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS, THE "INTERNATIONAL BUILDING CODE" (IBC), THE INTERNATIONAL PLUMBING CODE (IPC) AND THE PROVISIONS OF "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION', 1996 EDITION, OREGON STATE HIGHWAY DIVISION (OSHD), AS AMENDED BY ALL OTHER STATE AND LOCAL CODES, JURISDICTIONS, PERMITS, AND BUILDING REQUIREMENTS THAT APPLY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS AND SUBMIT TRAFFIC CONTROL PLANS PRIOR TO PROCEEDING WITH WORK. 6. EXISTING UTILITIES, SITE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON RECORD DRAWINGS PROVIDED BY OR MADE AVAILABLE BY THE OWNER. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE LOCATION OF EXISTING FEATURES AND UTILITIES PRIOR TO CONSTRUCTION, AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED WORK. MINOR ADJUSTMENTS BASED ON FIELD CONDITIONS SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. LOCAL COUNTY AND CITY RECORD DRAWINGS T SHOULD BE REVIEWED BY THE CONTRACTOR FOR THIS PURPOSE. THE EXISTENCE AND LOCATION OF EXISTING FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OBTAINED FROM RECORD DRAWINGS OR INFORMATION PROVIDED BY OTHERS, IMPLIED OR OTHERWISE. 7. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH BY OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL (800) 332-2344. 8. CONTRACTOR SHALL CAREFULLY MAINTAIN BENCHMARKS, PROPERTY CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. IF SUCH POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL PAY FOR THEIR REPLACEMENT BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET PROPERTY CORNERS AND OTHER SUCH MONUMENTS. 9. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLATION AS NECESSARY OF ALL PUBLIC AND PRIVATE UTILITIES FOR THIS PROJECT INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, NATURAL GAS, STREET LIGHTS, ETC. 10. CONTRACTOR TO MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON SITE FOR THE SOLE PURPOSE OF CONTRACTOR RECORDING AS -BUILT INSTALLATION OF IMPROVEMENTS. SUBMIT AS -BUILT PLANS TO OWNER. 11, ALL CONSTRUCTION ACTIVITY SHALL BE DONE IN A SAFE AND NEAT MANNER AND UNDER OBSERVATION BY CITY FORCES. 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING, ERECTION / INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC. 13. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) REGULATIONS AND THE CITY OR COUNTY STANDARD CONSTRUCTION SPECIFICATIONS. 14, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, RETAINING WALLS, OR PAVEMENT. 15. ALL WATER AND SEWERAGE APPURTENANCES SHALL CONFORM TO APWA, OREGON CHAPTER, "STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"; THE APPROVED CONSTRUCTION DRAWINGS; AND CITY OF SPRINGFIELD REQUIREMENTS. 17. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 18. DO NOT SCALE INFORMATION FROM DRAWINGS. 19. CONTRACTOR TO REMOVE FROM SITE EXCESS SOIL OR OTHER MATERIALS NOT REUSABLE FOR THIS PROJECT, AND COMPLY WITH ALL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 20. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSION. SUCH CONTROL MAY CONSIST OF APPROPRIATE REVEGETATION OR OTHER ACCEPTABLE MEANS AND METHODS. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTHWORK OR SITE STRIPPING. 21. MATERIAL IN SOFT SPOTS WITHIN 5 FEET OF PAVEMENTS OR BUILDINGS SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM SUBGRADE AND SHALL BE REPLACED WITH 1-1/2" - 0" CRUSHED ROCK COMPACTED TO 95% PER ASTM D1557. 22. THE NATIVE SUBGRADE SURFACE SHALL BE APPROVED BEFORE SCARIFYING OR PLACING ANY FILL OR BASE ROCK BY THE SOILS ENGINEER. THE UPPER 8 INCHES OF NATIVE SUBGRADE IS TO BE SCARIFIED, DRIED AND RECOMPACTED TO 90% MAXIMUM DRY DENSITY PER ASTM D698. FOR WET WEATHER CONSTRUCTION (AS DETERMINED BY THE GEOTECHNICAL ENGINEER) A WORKING BLANKET OF PIT RUN OR CRUSHED ROCK IS TO BE LAID OVER GEOTEXTILE FABRIC. ON-SITE COMPACTION TESTS AND DEFLECTION TEST(S) PERFORMED WITH A 50,000 LB. VEHICLE MUST BE PERFORMED AND WITNESSED BY THE GEOTECHNICAL ENGINEER. NO DEFLECTION IS ALLOWED AND ALL BUILDING AND PAVEMENT AREAS MUST BE PROOF -ROLLED. DURING WET WEATHER CONSTRUCTION (AS DETERMINED BY THE SOILS ENGINEER), PROVIDE THE PROOF -ROLL TEST OVER THE BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY PAVEMENT. 23. CRUSHED ROCK BASE MATERIAL AND PIPE ZONE MATERIAL SHALL BE CRUSHED ROCK CONFORMING TO OREGON DEPARTMENT OF TRANSPORTATION (ODOT) SECTION 00640 AND 00641 AND BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D1557. 24. 3/4 " - 0" CRUSHED ROCK PIPE ZONE AND BACKFILL MATERIAL IS REQUIRED FOR ALL UTILITY LINES, CONDUITS AND LEVELING COURSES. REFER TO THE TYPICAL UTILITY CONDUIT TRENCH AND PAVEMENT DETAILS. 25, ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A 12.5MM DENSE GRADED HOT MIX WITH A 5.8% MINIMUM ASPHALT CONTENT PER OREGON DOT CLASSIFICATION FOR ALL LIFTS. PAVEMENT SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR SINGLE AND FIRST LIFTS AND 92% COMPACTION SHALL BE REQUIRED FOR SUBSEQUENT LIFTS. 26. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. 27, ALL PORTLAND CEMENT CONCRETE PAVEMENT SHALL HAVE A 28 DAY MINIMUM ULTIMATE STRENGTH OF 4500 PSI. PROVIDE A MINIMUM OF (4) TEST CYLINDERS IN ACCORDANCE WITH CURRENT IBC AT EACH POUR. A. MINIMUM MIX REQUIREMENTS: I. CEMENT CONTENT PER YARD: 5 SACKS. I1. MAXIMUM WATER/CEMENT RATIO: 0.45. FLY ASH MEETING ASTM C618 AND WITH LOSS ON IGNITION LESS THAN 3% MAY BE ADDED TO THE CEMENT, BUT NOT MORE THAN 15% BY WEIGHT. Ill. SLUMP: 3 INCH TO 4 INCH. DEVIATING FROM DESIGN SLUMP +1/2 INCH TO -1 INCH WHEN CONCRETE IS TO BE PUMPED, ADD PLASTICIZERS MEETING ASTM C494 AND PROVIDE A NEW MIX DESIGN. DO NOT ADD WATER. IV. ADMIX: PROVIDE WATER REDUCING ADMIX (MASTER BUILDERS) AND REDUCE WATER USED BY 10% MINIMUM FOR ALL SLABS. V. AIR ENTRAINMENT: PER ACI 301 AND 306 AT ALL EXTERIOR SLABS AND FLAT WORK, 6.0% AIR MINIMUM. VI. ALL ADMIXTURES TO BE COMPATIBLE FROM SAME MANUFACTURER, B. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. C. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. D. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON PLANS. IN AREAS WHERE JOINTS ARE NOT SHOWN, INSTALL IN SQUARE PATTERN AT 15' ON CENTER EACH WAY MAXIMUM. INSTALL JOINTS AT ALL RE-ENTRANT CORNERS. E. PROVIDE 1/4" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN SLABS AND WALLS THAT ARE NOT DOWELED TOGETHER, AND AROUND COLUMNS THAT DO NOT HAVE SLAB BLOCKOUTS. 28. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL REGULATIONS. NOTIFY ARCHITECT AND ENGINEER PRIOR TO INSTALLING FINISH PAVEMENT IN CONFLICT WITH ADA REQUIREMENTS. IN GENERAL: A. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO DIRECTION OF TRAVEL IS 2.0%. B. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. C. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE BETWEEN LANDINGS IS 30 INCHES, HANDRAILS ARE REQUIRED EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. D. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. E. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE WITH ADA. F. STRAIGHT GRADE FINISH PAVEMENT AND TOP OF CURB ELEVATIONS BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH GRADES AT GRADE BREAKS. 03.0 PRIVATE UTILITIES 1. CONTRACTOR TO PROVIDE UTILITY SUBMITTALS FOR REVIEW PRIOR TO INSTALLATION OF ALL PROPOSED UTILITY PIPES, CONDUITS, MANHOLES, BENDS/FITTINGS AND ALL OTHER SYSTEM APPURTENANCES. 2. STORM DRAIN AND WATER LINES IN PRIVATE PROPERTY SHALL BE PRIVATELY OWNED, MAINTAINED AND OPERATED. PROVIDE TRACER WIRE AND WARNING TAPE FOR ALL PLASTIC UTILITY LINES. 3. ALL PRIVATE STORM DRAIN PIPE AND WATER PIPE AND APPURTENANCES SHALL MEET THE REQUIREMENTS OF THE LATEST INTERNATIONAL PLUMBING CODE AS APPLICABLE. 4. CAST IRON STORM DRAIN PIPE AND JOINTS SHALL BE HUBLESS, SERVICE WEIGHT, AND MEET THE REQUIREMENTS OF CISPI 301. JOINTS SHALL BE MECHANICAL CLAMP RING TYPE STAINLESS STEEL EXPANDING AND CONTRACTING SLEEVES WITH FULL CIRCLE NEOPRENE RIBBED GASKETS FOR POSITIVE SEAL. COUPLINGS AND SHIELDS TO BEAR THE MANUFACTURER'S REGISTERED INSIGNIA. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 5. ABS SCHEDULE 40 SOLID WALL PLASTIC PIPE AND FITTINGS MEETING REQUIREMENTS OF ASTM D 2661 JOINED WITH PIPE CEMENT MEETING REQUIREMENTS OF ASTM 2235. 6. EXTERIOR CLEANOUTS IN WALKWAYS SHALL BE J.R. SMITH 4023-U WITH HEAVY DUTY NICKEL BRONZE TOP, TAPER HEAD, ABS PLUG AND TOP SECURED WITH VANDAL PROOF SCREWS, FLUSH AT FINISH GRADE. 7. PVC WATER PIPE (3/4" TO 2-1/211 DIAMETER) SHALL CONFORM WITH ASTM D2241,160 PSI PIPE. JOINTS SHALL BE SOLVENT CEMENT WELDED CONFORMING WITH ASTM D2672 OR ASTM 03036. SOLVENT CEMENT SHALL CONFORM TO ASTM D 2564. 8. INSTALL ALL PLASTIC PIPE AND FITTINGS IN ACCORDANCE WITH ASTM D2321. 9. A MINIMUM DEPTH OF 30 INCHES IN PRIVATE LANDSCAPE AREAS AND 36 INCHES IN PRIVATE STREETS FROM FINISHED GRADE TO THE TOP OF WATER PIPE IS REQUIRED. 10. BLOW -OFF ASSEMBLIES ARE REQUIRED AT ALL DEAD-END PRIVATE WATER LINES. 11. ALL PRIVATE WATER LINES SHALL BE FLUSHED, PRESSURE TESTED AND DISINFECTED PER AWWA C600, SECTION 4 AND AWWA C601. 12. ALL WATER LINE CROSSINGS WITH SANITARY SEWER SHALL COMPLY WITH APPLICABLE DEQ AND OREGON STATE HEALTH DIVISION RULES AND REGULATIONS RELATING TO VERTICAL AND HORIZONTAL SEPARATION. 13. ALL NEW AND EXISTING MANHOLE RIMS, CATCH BASIN RIMS, CLEAN -OUTS AND OTHER INCIDENTAL STRUCTURES SHALL BE LOCATED AND ADJUSTED TO FINISH GRADE OR AS OTHERWISE INDICATED ON THE DRAWINGS. 08.0 EROSION CONTROL NOTES 1. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1sT THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. 13. THE CONTRACTOR/DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. 14. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 10.0 SEDIMENT FENCES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 3. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 5. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 12.0 CONSTRUCTION OBSERVATION, INSPECTION AND TESTING 12.1 GENERAL 1. INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFY GEOTECHNICAL ENGINEER AND TESTING LABS IN TIME TO MAKE SUCH INSPECTIONS AND ALL NECESSARY REINSPECTIONS. 3. CONTRACTOR: DO NOT COVER WORK REQUIRED TO BE INSPECTED OR REINSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS COVERED, UNCOVER AS NECESSARY. 4. INSPECTORS SHALL PROMPTLY NOTIFY THE CONTRACTOR PRIOR TO LEAVING THE SITE AND OWNER'S REPRESENTATIVE OF SUBSTANDARD WORK AND PROVIDE A COPY OF ALL REPORTS TO THE OWNER, ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL, 5. CONTRACTOR TO NOTIFY CIVIL ENGINEER WHEN UTILITY WORK BEGINS AND FOR OBSERVATION OF BASE ROCK PRIOR TO PLACING FINISH CURBS OR PAVEMENTS. 12.2 SPECIAL INSPECTIONS 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE INTERNATIONAL BUILDING CODE (IBC) FOR THE FOLLOWING: A. SOILS: I. FOUNDATION EXCAVATION TO BE OBSERVED BY OWNER'S GEOTECHNICAL ENGINEER FOR FIELD VERIFYING FOUNDATION DRAINAGE AND DEWATERING RECOMMENDATIONS. II. NATIVE SUBGRADE SURFACE TO BE PROOF -ROLLED AND OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACEMENT OF ALL R ROCK MATERIALS UNDER OR WITHIN 5 FEET OF P FILL O BASE OC ALL PAVEMENT AND BUILDING AREAS. DURING WET WEATHER CONSTRUCTION WHEN PROOF -ROLL OF NATIVE SUBGRADE MAY NOT BE APPROPRIATE (AS DETERMINED BY GEOTECHNICAL ENGINEER), PROVIDE PROOF -ROLL OF ALL BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY FINISH PAVEMENTS. 111. DURING THE PLACEMENT OF ALL FILL, INCLUDING TRENCH BACKFILL AND BASE BELOW PAVEMENTS AND BUILDINGS, GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY THAT MINIMUM COMPACTION REQUIREMENTS ARE MET. PROVIDE TEST FOR EACH 40 CUBIC YARDS PLACED. IV. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO OBSERVE ALL PROOF ROLLS. CONTACT: HARDMAN GEOTECHNICAL, INC. 24560 SW MIDDLETON ROAD SHERWOOD, OR 97140 (503) 575-5634 B. PAVEMENTS: 1. VERIFY COMPACTION OF ASPHALT PAVEMENTS. 11. VERIFY ULTIMATE STRENGTH, REINFORCEMENT SIZE, PLACEMENT AND GRADE OF CONCRETE PAVEMENTS. C. STORM DRAIN PIPE: I. CONTRACTOR TO PROVIDE HYDROSTATIC OR AIR TESTING OF ALL PIPES, JOINTS, MANHOLES, ETC. AS REQUIRED BY LOCAL AND STATE JURISDICTIONS. 11. OBSERVE DEFLECTION TEST PERFORMED BY CONTRACTOR FOR ALL FLEXIBLE STORM AND SANITARY PIPE. DEFLECTION TEST TO BE IN ACCORDANCE WITH OREGON CHAPTER APWA 303.9. P ie- (Op� 6,116 P/W j&H,au mod /PffiirJY Jho 5mtk CIVIL SHEET LIST C100 CIVIL NOTES AND ABBREVIATIONS C200 EROSION &SEDIMENT CONTROL, ROOF DRAIN AND GRADING PLAN C300 ONSITE CIVIL DETAILS St uctural -Civil Engineers 6443 SW Beaverton -Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com a Final Submittal Architect / Engineer: Project Number: Plan Series: Property Number: Sheet Title: NOTES AND ABBREVIATIONS Sheet: 5 WDY, INC. L W w O --J W z co E- LLJ O LO CN CU LU C~!? W H W H U) t IL w > J i Z L_ Cn LL. < +s C: 0 L0 0 ), per„ U) LO LO0 Project Number: Plan Series: Property Number: Sheet Title: NOTES AND ABBREVIATIONS Sheet: 5 WDY, INC. L W w O --J W z U) E- LLJ O L ® W LU C~!? W H W H �D O IL w > J 0 Z QWz LL. CL d +s z L0 U) V J per„ U) Project Number: Plan Series: Property Number: Sheet Title: NOTES AND ABBREVIATIONS Sheet: 5 WDY, INC. L rn w O E-+ Z - U U {� W H W H �D H a � w W 0 Project Number: Plan Series: Property Number: Sheet Title: NOTES AND ABBREVIATIONS Sheet: 5 WDY, INC. � � 3 o � Q - +s LO LO0 1 I 1 i 1 r 1 Q T I Q 1 1 1 1 1 1 N i � r o Project Number: Plan Series: Property Number: Sheet Title: NOTES AND ABBREVIATIONS Sheet: 5 WDY, INC. 518.75 518.75 SCALE: 1 "=30'-0" i EXIST 2" WATER I i E SERVICE i t KEYNOTES FOR 1/C2.00 MARK - DESCRIPTION \ 0- FILTER BAG INSERTS IN CATCH BASINS PER DETAIL 1/C3.00 \ -PLACE BIOFILTER BAGS AT CATCH BASINS PER DETAIL 2/C3.00 a �-INSTALL SEDIMENT FENCING PER DETAIL 3/C3.00 ,T AREA FOR SOIL STOCK PILE, SEE DETAIL 4/C3.00. COVER EXISTING A.C. PAVEMENT WITH uJ GEOTEXTILE FABRIC BELOW SOIL STOCKPILE. • 0 -NEW 240 S.F. BOTTOM BASIN FOR STORM WATER TREATMENT AND H �'I INFILTRATION, SEE 2/C2.00 E> 0 -NEW 3" DIA CAST IRON DOWNSPOUT PIPE AT 1.0% SLOPE, SEE ARCH FOR DOWNSPOUT DETAIL NEW 1" DIA PVC DOMESTIC WATER PIPE TO NEW DRINKING FOUNTAIN, CONNECT TO EXIST 2" Z� U-) DOMESTIC SERVICE PIPE AT EAST FRONTAGE OF BUILDING. �Z NEW 3" DIA ABS ST.D. PIPE AT 1.0% SLOPE NEW 4" DIA ABS ST.D. PIPE AT 1.0% SLOPE, I.E. OUTFALL AT BASIN = 515.50 1C3 -TYP ST.D. CLEAN OUT, SEE DETAIL 6/C3.00 Q -INSTALL TREE PROTECTION FENCING AT DRIP LINE OF EXISTING TREE TO REMAIN, SEE 9/C3.00 I I I I I I I I I I .75 I I f 1 I I I I I 3.35 1 1 1 I I I I r i 1 1 � I I� I I I I I I I l� I I I I GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. GRADING NOTES: 1. PROJECT GEOTECHNICAL ENGINEER TO APPROVE SOURCE OF ALL STRUCTURAL BACKFILL MATERIAL BEFORE IT IS BROUGHT ONTO THE SITE. CONTRACTOR PROVIDE SUBMITTAL ON ALL PROPOSED FILL SOURCES. SEE SHEET C1.00 AND SPECIFICATIONS FOR REQUIRED INSPECTIONS TO BE COORDINATED. 2. REFER TO ARCHITECTURAL SITE PLANS FOR ALL SITE LAYOUT DIMENSIONS INCLUDING WALKWAYS, CURBS, RAMPS, LANDINGS, ETC. PROVIDE EXPANSION JOINTS AT ALL WALKWAY AND SIDEWALK INTERSECTIONS AND CORNERS. MATCH CURB JOINTS WITH SIDEWALK JOINTS. 3. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL REGULATIONS. IN GENERAL: a. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO DIRECTION OF TRAVEL IS 2.0%. b. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. c. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE BETWEEN LANDINGS IS 30 INCHES. HANDRAILS ARE REQUIRED EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. d. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. e. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE WITH PLANS. f. CONTACT ARCHITECT AND ENGINEER FOR INSTRUCTIONS PRIOR TO INSTALLING FINISH PAVEMENTS IN CONFLICT WITH ADA REQUIREMENTS. 4. STRAIGHT GRADE FINISH PAVEMENT AND CURB SLOPES BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH GRADES AT GRADE BREAKS. 5. SEE SHEET CLOO FOR CONSTRUCTION INSPECTIONS AND OBSERVATIONS. 120 �t- d- I. EXIST GUT= - 517.60 +'/- (FIELD-V� II -Y) EXIST GUT=517.50 (FIELD VERIFY) 11 LANDING AT 2.0%- (MAX) SLOPE AT EXIST PARKING LOT FINISH GRADE SAWCUT, REMOVE AND \ REPLACE 1'-0" STRIP OF A.C. PAVEMENT CO EXIST GUT= I, 517.69 +/- 60 (FIELD VERIFY) APPROX 20' OF �,\NEW CONC CURB, SEE DETAIL 8/C3.00 'E�IST GUT= 517,80 + /- (FIELb VERIFY) NOTE: F.F. OF PAVILION IS\ TO BE 0.05 FT ABOVE EXIST T.C. ELEVATION AT THIS LOCATION I. 4' I. 4' I, 12' 4' L 4' I. 4' 12' x 20' FLAT BOTTOM OF INFILTRATION BASIN FINISH TOPSOIL=515.00 %71 NEW FINISH CONTOUR LINES (TYP) - i 2% (MAX) SLOPE 18' ;3.8% - c- '0 NEW PAVILION 5' STRUCTURE - SEE ARCH 1. DWGS i . F. F. = 518.30_ 2% (MAX) SLOPE 18.33% SLOPE (MAX) AT RAMP 8' ;2% (MAX) SLOPE { 0.5% SLOPE AT JJ CORNER QZ, 4" " a NEW FINISH CONTOUR AT FIELD. PROVIDE NEW SODDED GRASS AT ALL DISTURBED FIELD AREAS. SEE ARCH DWGS FOR TOPSOIL AND SOD RESTORATION AT DISTURBED SOIL AREAS. F.P.=518.30 NEW 4" THK CONCRETE WALK OVER 4" THK COMPACTED CRUSHED ROCK OVER COMPACTED 2% (MAX) CROSS SLOPE 51'8,08 -'\� ��\ 8.33% SLOPE AT (EXIST, RAMP SO EXIST GUS` \ \ 3 =517.67 (FIELD VERIFY) el' SAWCUT, REMOVE AND `n REPLACE 1'-0" STRIP OF EXIST A.C. PAVEMENT i EXIST GUT 517.55 +/- i NEW CON ( VERIFY) i LANDING FLUS 4 WITH EXIST h PARKING LOT Q�' EDGE EXIST GUT -517 48 / FIELD VERIFY NEW PAVILION GRADING PLAN GRAPHIC SCALE 5 20 ( IN FEET ) 1 inch = 10 ft. 40 -LANDING AT 2.0% (MAX) AT EXIST PARKING LOT p FINISH GRADE -NEW CURB AT RAMP AND LANDING SIM 8/C3.00 An starK, "__WDYJ Istruct-r-1 -civil Engineers 6443 SW Beaverton -Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 (x:503.203.8122 www.wdyi.com Architect / Engineer: \ w W-4 O \ W \ a H LU O ,T U W uJ H • � w Cl) H �'I \> E> (oz - - i 2% (MAX) SLOPE 18' ;3.8% - c- '0 NEW PAVILION 5' STRUCTURE - SEE ARCH 1. DWGS i . F. F. = 518.30_ 2% (MAX) SLOPE 18.33% SLOPE (MAX) AT RAMP 8' ;2% (MAX) SLOPE { 0.5% SLOPE AT JJ CORNER QZ, 4" " a NEW FINISH CONTOUR AT FIELD. PROVIDE NEW SODDED GRASS AT ALL DISTURBED FIELD AREAS. SEE ARCH DWGS FOR TOPSOIL AND SOD RESTORATION AT DISTURBED SOIL AREAS. F.P.=518.30 NEW 4" THK CONCRETE WALK OVER 4" THK COMPACTED CRUSHED ROCK OVER COMPACTED 2% (MAX) CROSS SLOPE 51'8,08 -'\� ��\ 8.33% SLOPE AT (EXIST, RAMP SO EXIST GUS` \ \ 3 =517.67 (FIELD VERIFY) el' SAWCUT, REMOVE AND `n REPLACE 1'-0" STRIP OF EXIST A.C. PAVEMENT i EXIST GUT 517.55 +/- i NEW CON ( VERIFY) i LANDING FLUS 4 WITH EXIST h PARKING LOT Q�' EDGE EXIST GUT -517 48 / FIELD VERIFY NEW PAVILION GRADING PLAN GRAPHIC SCALE 5 20 ( IN FEET ) 1 inch = 10 ft. 40 -LANDING AT 2.0% (MAX) AT EXIST PARKING LOT p FINISH GRADE -NEW CURB AT RAMP AND LANDING SIM 8/C3.00 An starK, "__WDYJ Istruct-r-1 -civil Engineers 6443 SW Beaverton -Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 (x:503.203.8122 www.wdyi.com Architect / Engineer: Stamp: �.,,�^" P 10 �- PRL i2 c.1 t $1 MG \ w W-4 O \ W \ a H LU O U W uJ H • � w Cl) H � \> E> (oz - W Z� U-) -t �Z • W ry In Stamp: �.,,�^" P 10 �- PRL i2 c.1 t $1 MG Project Number: Plan Series: Property Number: Sheet Title: EROSION AND SEDIMENT CONTROL, ROOF DRAIN, AND GRADING PLAN Sheet: NKUSEI 5 WDY, INC. Date Received: JUN 0 3 2015 Final Submittal-�- \ w W-4 O \ W \ U 0 H LU O U W uJ H V � w O H � \> E> (oz - W Z� U-) a- �Z U) W Project Number: Plan Series: Property Number: Sheet Title: EROSION AND SEDIMENT CONTROL, ROOF DRAIN, AND GRADING PLAN Sheet: NKUSEI 5 WDY, INC. Date Received: JUN 0 3 2015 Final Submittal-�- \ C4 W-4 O \ Z � o 1 c/) 0 U W H H � w w O F-1 Project Number: Plan Series: Property Number: Sheet Title: EROSION AND SEDIMENT CONTROL, ROOF DRAIN, AND GRADING PLAN Sheet: NKUSEI 5 WDY, INC. Date Received: JUN 0 3 2015 Final Submittal-�- ca E> ry o c Q- 2, L to co a) a) n. 0 0 LO L } >1 o Q a Q CU � 0 N r - Y cCU G Project Number: Plan Series: Property Number: Sheet Title: EROSION AND SEDIMENT CONTROL, ROOF DRAIN, AND GRADING PLAN Sheet: NKUSEI 5 WDY, INC. Date Received: JUN 0 3 2015 Final Submittal-�- Architect / Engineer: WOVEN POLYPROPYLENE TOE To SLOPE USE STITCHED AT AREAS OF AND WITHIN 5'-0" AT AREAS 5'-0" BEYOND ALL 1 REBAR FOR FILTER FABRIC MATERIAL CURB & GUTTER BAG REMOVAL 2" 3' MINIMUM FROM LOOPS OVER PAVEMENT WALKWAYS FOOTINGS 36" WIDE ROLLS x 2" PosTs INIMUM 24 OVERLAP OF ALL PAVEMENT, WALKWAYS, STD METAL FROM INLET 4OF SEAMS. FOOTINGS AND RIGHT-OF-WAY, AND RIGHT-OF-WAYS + + + SEE SITE PLAN FINISH GRADE00 GRATE MATCH CATCH I ++ ++++ ++ + AT LANDSCAPE LO Chi BASIN WIDTH MAY BE USED SHORT TERM N + + + + IO. o I N o ++++ +++ + + + NEW PAVEMENT NATIVE SOIL r W/ UTILITY WORK AND W/ I -f-�+ CtI :<:q:- `� + : ++++++"+++++'f + ++ `++i BACKFILL W/ ALL PAVEMENT BASE -f—+ PHASING OF DEVELOPMENT t M - / + + + + + + + + � AGGREGATE ORGANIC MATERIAL L.L. 0 `° I ++++ + + + + +. + +. + CRUSHED ROCK AND ROCKS OVER 4" ,� N LL_ t- zz 6' MAXIMUM SPACING + +`" + + + + + + + + : _ _ = IN SIZE REMOVED. '® EXPANSION + ++ + + + ++ " ++ + "+ + + + BACKFILL COMP. — — _. COMPACT TO 85% IN Q X z 1= TO 95% IN RESTRAINT O ¢ + + + + + + + + + Q> FRONT VIEW PROFILE +•:_. :: + "+ ACCORDANCE I'I ACCORDANCE W/ L LL_m Ld ® ® I NTS NTS + + + + + + + + + + + + W/ ASTM D1557 ASTM D1557 __J I Q M z v I NOTES: " PROVIDE TRACER WIRE O z 2" x 2" x 3/4" a¢ w BARRIER REQUIRED PIPE ZONE 1 0 MIN. AND WARNING TAPE FOR _ () ANGLE FILTER FABRIC FENCE 1. BURY BOTTOM OF FILTER ' Ilk RUBBER BLK z > I TO ASSURE SOIL IS TRAPPED FABRIC 6" VERTICALLY PLASTIC SHEETING AT TOE OF SLOPE. COMPACTED PIPE ALL PLASTIC UTILITY z 1/4" NYLON n + BELOW FINISHED GRADE. CRUSHED ROCK O.D. LINES 0— ROPE CATCH BASIN AREA DRAIN 2. 2" x 2" FIR, PINE OR STEEL BACKFILL _ FENCE POSTS. 11 TYPICAL UNDERGROUND °: `.: F: ' _•r.'::Nil NTS NTS 3. POSTS TO BE INSTALLED NOTES: I I, UTILITY PIPE OR CONDUIT, ON UPHILL SIDE OF SLOPE. 1. MINIMUM 24" OVERLAP OF ALL SEAMS REQUIRED. 4" rrr SEE PLAN VIEWS INSTALLATION DETAIL SILT SACK DETAIL 4. COMPACT BOTH SIDES OF NOTE: 2. BARRIER REQUIRED AT TOE OF STOCK PILE. MIN. 4" PIPE 4" Stamp: PR FILTER FABRIC TRENCH. 3. COVERING TO BE MAINTAINED TIGHTLY IN PLACE PIPE 0. INTERLOCKED PLAN VIEW BY USING SANDBAGS OR TIRES ON ROPES WITH A BEDDING MIN O.D. MIN ALL TRENCHING IN GIAi� INT 2" POSTS 5. PARALLEL FENCE SPACING RIGHT-OF-WAY TO BE GENERAL NOTES: AND ATTACH NTS TO BE 300 FT. O.C. MAX. MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 18" MIN DONE IN ACCORDANCE 1. EMPTY SILT SACK AS NECESSARY. WITH APPLICABLE PUBLIC STANDARDS. f 1 FILTER BAG INLET 2 BIOFILTER BAQ-8 - TEMPORARY 3 SEDIMENT FENCE 4 SOIL STOCK PILE COVERING 5 TYP. UTILITY TRENCH SECTION o` . w ,Qac ,Q NTS CBFilterBag.dwg ,Q N.T.S. CBbioBag.dwg ,Q N.T.S. SedFerce.dwg 3.0 N.T.S. Soil Stockpile.dwg 3.0 1" = 1'-O" SD & SS/TrenchSec.dwg •( • PR's i2F� t 51 MG HIGHLY BRONZE CLEANOUT ANCHOR POSTS SHOULD BE FLAGGINGISIBLE MINIMUM 2" STEEL U CHANNEL ATTACHED TO ACCESS COVER 8 FRAME, OR 2" x 2" TIMBER, 6' IN LENGTH TOP OF POSTS END OF PIPE WATER TIGHT INSTALL FLUSH WITH FINISH TREATMENT AREA GRASS MIX: PAVEMENT (TYPICAL) BLUE WILD RYEGRASS (ELYMUS FINISH PAVEMENT LU THREADED PLUG WITH 30" FREEBOARD SEE GRADING PLAN. 8' (MAX) USE 2x4 LUMBER THREADED ADAPTOR GLAUCUS), 33% BY WEIGHT; WESTERN PLANTING, SEE FOR CROSS 6" STORAGE_ FESCUE GRASS (FESTUCA 1/2" TOOLED LANDSCAPE BRACING j 11 -- FINISH GRADE 18" SELECT TOPSOIL OCCIDENTALIS), 33% BY WEIGHT; SEE ARCH DWGS FOR RADIUS DWGS TYP SOD GRASS AREA Z Z 6" THICK LAYER OF YELLOW EYED GRASS (SISYRINCHIUM 6 W O RESTORATION (TYP) _ — ®O � =111=III a a a 1=III=III= 3 4"-No.4 CLEAN OPEN CALIFORNICUM), 33% BY WEIGHT: 800 SLOPE WALK 1.5% "1=fit=1 a 1i1=111= I / LB/ACRE APPLICATION '1� — - _ - "'— W = w - -- c I—III—II GRADED AGGREGATE _ _ _ 4 CONC. WALK OVER - - - - - — ,llIfl — — 4 co - - - O 1L :...; — - 4" M1 — N COMPACTED - 1 - = p cfl C7 3'+/- .. I� - CRUSHED ROCK LL'_ = > co z 6" THK X 22" DIA. >° FINISH BOT - _ - - — :., ,: :;.:... i 4 OVER STRUC. FILL _ _ - Z W z 4 WYEILL. LO n :.. ELEV = 515.00 -- - - - 5 ROUND CONC PAD — FITTING AT LAWN & LANDSCAPE 6.5' - :..::...;:., ;: >:::,...::.... ill SEE PLAN VIEW 12 - _ - �, O AREAS. TROWEL SMOOTH _ _ _ _ - z AND EDGE 2� IIL_ I - 1 6" MIN. _ __ _ � — 6" DIA (MIN) RISER PIPE, < 8 CRUSHEDROCK- ti - -- w- - - (USE 4" DIA AT 4" PIPE/ " TYPICAL)jj NAT VE SILT CLEAN SAND/GRAVEL BACKFILL ­/=III= 1=III=_ BELOW CURBS _ MATERIAL WITH LESS THAN 3%GEOTECH ENG TO FIELD NA IVE SANDY GRAVEL FINES PASSING THE #200 SIEVE, VERIFY NATIVE GRAVEL LAYER (III I III II FORANGE ENCING TENSAR SEE PLAN FOR C.O. INVERT REDUCER FITTING UPSTREAM PROVIDE MATERIAL SUBMITTAL HAS BEEN REACHED PRIOR TO NOTE: PROVIDE CONTRACTION JOINTS IN ANCHOR POSTS MUST BE AT C.O.s W/O INVERTS, OF C.O. WYE SEE PLAN VIEW .O.C.O.C.OR INSTALLED TO A DEPTH ELEVATION 'BACKFILLINGCURB AT 15' OAND 45' O •) ( OF NO LESS THAN 1/3 THE E-� PROVIDE STRAIGHT GRADE FOR PIPE SIZES (TYP.)EXPANSION JOINTS. ALIGN SIDEWALK TOTAL HEIGHT OF POST USE 8"' WIRE w (/)Z BETWEEN GIVEN INVERTS) 12 +/- 12 12'+ PANEL JOINTS W/ CURB JOINTS'U' TO SECURE FENCE BOTTOM O 6 CLEANOUT AT WALKS SLABS AND PLANTERS 7 Bio -FILTRATION - INFILTRATION STORM WATER BASIN 8 C S COC CU B D 9 TREE PROTECTION FENCE o v -0" COwalksolanters 3,0 N.T.S. NTS TallCurb.dwg 3 N.T.S. _ v U NOTE: o V w THE SELECT TOPSOIL MIX SHALL CONSIST OF CL w 67% SANDY LOAM TOPSOIL AND 33% COMPOST MATERIAL BY VOLUME. TOPSOIL MIX SHALL H Uj BE A SANDY LOAM AS DEFINED BY THE w w0 ASTM SOIL TEXTURE CLASSIFICATION. SOIL I^ CLASSIFICATION AND OTHER SPECIFICATIONS MUST BE EVALUATED AND REPORTED BY AN ACCREDITED SOILS TESTING LABORATORY AND APPROVED BY THE ENGINEER PRIOR I TO DELIVERY OF TOPSOIL TO PROJECT SITE. CONTRACTOR SUBMIT TOPSOIL EVALUATION REPORTS FOR REVIEW. E, i U) (Q- 2L ! IL o °' 0 "n >n } r Q a is C N r- o Y L ccu G Project Number: Plan Series: Property Number: Sheet Title: CIVIL DETAILS jypil /5 n,., _ k 0t 0 r�o�N A OC� f j�1 �11� Sheet: John C3.00 istructurai -civil Engineers 6443 SW Beaverton -Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 (x:503.203.8122 www.wdyi.com ©2015 WDY, INC. Date Received: .JUN 0 3 2015 Final Submittal—,...Ym �._ ® — — e --- e e e — 15 e e — — Architect / Engineer: 17. 518.08518 518.08 I r ¢} 517.15 W DRAINAGE �I� � �I POND L r 517.5 .}� V C N t � � N LL I LANDSCAPE NOTES: �= g X 0 1. MODIFY EXISTING IRRIGATION SYSTEM AS NECESSARY TO PROVIDE FULL COVERAGE OF ALL LAWN AREAS AFFECTED BY CONSTRUCTION ACTIVITIES. INCLUDED BUT NOT LIMITED TO C (E} LIGHT POLE A REMOVING, ADDING, CAPPING AND RE-ROUTING IRRIGATION LINES AND HEADS. \ W PO I 2. RE-SOD AREAS DAMAGED OR AFFECTED BY CONSTRUCTION ACTIVITIES. 30'-0" 3. DRAINAGE POND TO BE SEEDED WITH SPECIFIED MATERIAL. (SEE CIVIL DRAWINGS) 517 I - 1 SE A101 FOR PAVILION LAYOUT � Stamp: 517.45 I I NEVA/ I 516.05 IPAVILION 0 518 516.05 516.55 516.75 I I A. T'# I I I 518 I 518 516.5—/ FIELD VFY I EXISTING(E) STORM go I OF N PARKING SEWER ( I I I I _ tA W 518.75 518.25 \ 101 517 ® Q H 518.15 (E) LIGHT POLE I I W Z z W W O EXISTING O � 518RECREATION (E) 191' OAK TREE LL a W � j a I FIELD s R w v \ � = W O I NEW I _ Z WALKWAY I < W z t I I �� �� \ � z 518 a 516.35 . u� 518.08 °�, I 517.55 517.25 516.05 I \ IL L I � I 516.5 � I � h_'f z 517 DEMO EXISTING CURB o U \ �— —� FOR CURB RAMP U A 0 t F_� I � W r� H H ~ a \ W O I 518 518 \ 518.75 518.25 518.25 518.75 I I EXISTING ( \ 518 MEETING HALL 1 I \ Project Number: 8 Plan Series: 517 I EXISTING 'Property Number: UPARKING � \ I \ O Sheet Title: EXISTING I I \ PARKING I I \ \ SITE PLAN I \ I 517.33 517 V(CNw ick pI an G L\ 518 min uY �d DEMO EXISTING CU _ FOR CURB RAMP sheet: Jo Kn Spool SITE PLAN @�DEMOLITION PLAN A 1" = 20'-0" NE 1» = 10'-0„ Date ReceiveT. JUN 0 3 2015 3 w o � n �L �o� 0 r �- � Q cG � O N � _ Y t6 JUN 0 3 2015 Final SUbMittal Final Submittal