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HomeMy WebLinkAboutUpper Boones Ferry Partition CONSTRUCTION NOTES coNsTRucTioN pLANs FoR A. GENERAL LO 1. ALL PUBLIC STREET IMPROVEMENTS SHALL BE CONSTRUCTED t PER THE APPLICABLE SECTIONS OF ODOT STANDARDS; — Qp�. CLEANWATER SERVICES RESOLUTION AND ORDERS ( GP`�AN �© FOR EROSION CONTROL, SANITARY AND STORM SEWERS R&0 04-9); AND TIGARD WATER DISTRICT SYSTEM STANDARDS. SIDEWAI. K AND UTILITY SERVICES 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DURHAM RD �4 DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE Q?�`c INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK ISTED INON SW UPPER BOONES FERRY ROAD z ¢�O 06 0 THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS CONSIDERED INCIDENTAL, 3, THE CONTRACTOR AND/OR SUB—CONTRACTORS SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT et ALL TIMES DURING CONSTRUCTION PHASES. a- LaG�"•R� 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF D 4, �Sk`© MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY ELLMAN LN. -0 co ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE • 0°P4 CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB PETERS RDA¢ �.0��• SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED PROJECT �� SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED r {_J�f (� �( 11 AT NO ADDITIONAL COST TO THE OWNER, 5. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO apOtyES BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY FERRY" SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM SW NYBERG ST AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR UPPERSHR TUALATI RD. �} BOONEs SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO 1 BEGINNING EXCAVATION. ONE CALL LOCATES #503-246-6699. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER M.U.T.C.D. STANDARDS 10 FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. B. STREET, PARKING, AND STRUCTURAL FILLS 1, ALL TREES, BRUSH AND DEBRIS THAT CONFUCT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS ROAD ID A RTITIoN OTHERWISE NOTED ON THE PLANS. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR, AT AN APPROVED OFF—SITE LOCATION OR AS DIRECTED BY THE ENGINEER. VICINITY1 3, EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM SCALE: NTS EXCAVATED MATERIALS ACCEPTABLE TO SOILS ENGINEER, D U R E A M OREGON AND SHALL BE UNIFORMLY CONDITIONS TO WITHIN 0 to +4% OF OPTIMUM MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES SHALL BE PLACE IN LIFTS OF 9" TO 12" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS OBTAINED BY STD. PROTOR (ASTM 0698) COMPACTION TEST. POTENTIAL UNDERGROUND SOILS ENGINEER TO TEST EACH LAYER AT INTERVALS OF 2 FEET OR 500 CY PLACED UNTIL FILL IS COMPLETE ON LOTS AND PAVEMENT AREAS. FACILITY OWNERS " ONE CALL,. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN UTILITIES NOTIFICATION CENTER TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT 503-246-6699 EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12" MAP 2S 1W 13CD, TAX LOT 1000 REPAIR EMERGENCIES SHALL BE BURIED OR PLACED IN THE FILLS. AT & T BROADBAND 503-605-4800 ROCKERY WALLS TO BE CONSTRUCTED PER THE DETAILS PREPARED BY SOILS ENGNEER, CONTRACTOR TO COORDINATE CONSTR. WITH (CASE FILE NO. 566-05) SOILS ENGINEER TO REVIEW PLACEMENT AND CONSTRUCTION. 503-639-4171 TIGARD WATER DISTRICT IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING TIGARD — PUBLIC WORKS 503-639-4171 CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL CLEAN WATER SERVICES 503-681-3600 OR 503-681-4444 ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES NW NATURAL GAS (800) 882-3377 IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER p TOTAL SITE ACREAGE = 0.75 ACRES PORTLAND GENERAL ELECTRIC (800) 542-8818 ENCOUNTERED. BENCH MARK EXISTING IMPERVIOUS AREA = 0.13 ACRES 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN NO, 338; BRASS DISC SET IN CONCRETE STEP IN TUALATIN ON PROP, HOMES IMPERVIOUS AREA = 9289 SF ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. THE SOUTHEAST CORNER OF THE INTERSECTION OF S.W. BOONESDRIVEWAY THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF OAR ' PROP. COMMON (POROUS PAVEMENT) AREAS = 1 ,919 SF 952-001-0010 THROUGH OAR 952-001-0090 WHEN LOCATING AND C. UTILITIES FERRY ROAD AND TUALATIN RD.; ON THE NORTHEAST END OF 1, ALL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE THE SECOND STEP AT THE NORTHWEST CORNER OF AN OLD PROP. NEW SIDEWALK IMPERVIOUS AREA = 1 ,204 SF PROTECTING UNDERGROUND UTILITIES. APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY STYLE BRICK BUILDING. TOTAL PROP. IMPERVIOUS AREAS = 10,493 SF (0.24 ACRES) I CODE INCLUDING OREGON AMENDMENTS. 2. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TAPE ELEVATION - 123.564 1983 WASH. CO. TOTAL ESTIMATED GROUND DISTURBANCE ON-SITE = 14,050 SF ITHE FUTURE.D PER UNIFORMLLED IN THE PLUMBING CODE FOR LOCATING PIPE IN TOTAL ESTIMATED GROUND DISTURBANCE OFF-SITE = 1404 SF 3. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE COMPACTED 3/4"-0 CRUSHED ROCK, 95% MAXIMUM DENSITY PER AASHTO T-99, 4. THE CONTRACTOR SHALL NOTIFY CITY OF DURHAM, ODOT, & CWS 48 HOURS PRIOR TO START OF CONSTRUCTION (CWS 503-681-4444), 5. STORM SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. a. CONCRETE STORM SEWER SHALL CONFORM TO ASTM C-14, CL 3 OR PREPARED FJR: P �� ASTM C-76, CL III AS NOTED ON PLANS. b. PVC STORM SEWERS SHALL CONFORM TO ASTM D-3034 AND ASTM NGINEFg �789 (T-1) WITH RUBBER GASKETS. 7727 c. CORRUGATED ALUMINUM/SPIRAL RIB PIPE (CAP) AND COUPLING L' NE TBANDS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-196 0SS PROPERTIES �AND SHALL BE 16ga. MINIMUM. COUPLING BANDS SHALL OVERLAPONE FOOT EACH SIDE OF THE JOINT. JOINT ENDS TO BE "TURNED our.d. CATCH BASINS SHALL BE OF THE TYPE SHOWN flN THE PLANS, r r3, () 4//e. CITY TO PROVIDE TV SCAN OF PUBLIC SEWERS CONTACT PERSON: JAMES NIELSEN6. SANITARY SEWER SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. K Ja. SANITARY SEWER SERVICE LATERALS SHALL BE 4—INCH PVC UNLESS OTHERWISE NOTED, AND WS 6/30/07 SHALL BE INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE THATDON BEE DUOS, MARE ALL LATERAL ENDS WITH PE P MARKER32100 WILLAMETTE WAY E. THESE "RECORD" ARE COMPILED FROM DATA COLLECTED FROM THI_THAT fS LABELED TO INDICATE DEPTH WITH MAGNETIC TAPE PER CWS DETAIL 170, CONTRACTOR, PER FIELD OBSERVATIONS DURING CONSTRUCTION AND b. PVC ST-1) WI SEWERS SHALL CONFORM TO ASTM D-3034 AND ASTM SURVEY DATA. WGGEST THAT THESE PLANS BE USED IN CONJUNCTION 789 (T-1) WITH RUBBER GASKETS. WITH FIELD VERIFIN OF LOCATION AND ELEVATION OF IMPROVEMENTS c. C ITH RUB SANITARY SEWER SHALL CONFORM TO 443. C-14, CL 3 WILSONVILLE, O R E GO N 9 1 0 7 0 IN QUESTION. TOBEST OF MY INFORMATION, KNOWLEDGE, AND BEUEF, WITH RUBBER GASKETS CONFORMING TO ASTM C-443. THESE PLANS AREACCURATE REPRESENTATION OF THE SUBJECT IMPROVEMENTS. d. CITY TO PROVIDE TV SCAN OF PUBLIC SEWERSe. SANITARY SEWER LINES SHALL AGAIN BE TESTED DURING THE WET WEATHERp� PERIOD OF THE FOLLOWING YEAR. , _, / �'` " l DATE: // 6 GIt 7. WATER LINE SHALL BE OF THE SIZE NOTED ON THE PLANS, T CARL B. JVSEN a. DUCTILE IRON PIPE SHALL BE CLASS 52, CEMENT LINED TEL: 5 0 3-'9 3 6-0 0 6 5 FAX: 5 0 3-6 2 0-7 712 , CONFORMING TO ANSI A21.51, WITH PUSH—ON TYPE JOINTS / AND MECHANICALLY RESTRAINED. b, FITTINGS SHALL BE MECHANICAL JOINT OR FLANGE CONFORMING TO ANSI A-21,10. c. ALL WATER SERVICES TO BE INSTALLED BY COT CREWS. d. ALL WATER PIPE SHALL HAVE A MINIMUM 36" OF COVER MEASURED PREPARED B"r': FROM FINISHED GRADE. e. ALL TEES, BENDS, ELBOWS AND CHANGES IN DIRECTION OF MORE SHEET LEGEI1D THAN 11 1/4 DEGREES SHALL BE SECURELY RESTRAINED.f. HYDRANTS SHALL CONFORM TO AWWA C-502 AND SHALL BE AS CESNVV, INJC. APPROVED BY CITY OF BEAVERTON WATER DEPARTMENT. g. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, ALL NUMBER DESCRIPTION LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WITH CITY OF TIGARD STANDARDS. 15573 S W B A N G Y ROAD, SUITE 300 h. WATER LINE CONSTRUCTION SHALL COMPLY WITH REGULATIONS OF STATE BOARD OF HEALTH AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGARDING THE LOCATION AND SEPARATION OF WATER C-1 TITLE SHEET LINES AND SANITARY SEWER LINES. i. COMBINATION AIR RELEASE AND VACUUM VALVE SHALL BE LAKE OSWEGO, OREGON 97035INSTALLED AT HIGH POINTS OR WHERE GRADE 4F PIPE RAISES —2 EXISTING SITE PLAN AND LQwERS ONE PIPE DIAMETER QR MORE.D. APPROVALS C-3 STREET PLAN VIEW - SIDEWALK IMPROVEMENTS 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY ODOT, CITY OF DURHAM TEL: 503-"968-6655 FAX: 503-968-2595 C-4 STORM LATERALS PLAN VIEW AND CWS DETAILS THE DESIGN ENGINEER, AND CLEANWATER SERVICES PRIOR TO IMPLEMENTATION. TESTING OF STORM SEWER AND SANITARY SEWER TO BE IN ACCORDANCE WITH CWS STANDARDS (R&D 04-9) C-5 SANITARY LATERALS PLAN VIEW 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS BEFORE WORKING IN j� THE PUBLIC RIGHT OF WAY. C-6 WATER SERVICE PLAN VIEW C-7 EROSION CONTROL PLAN RUN DATE: 11-01-06 THESE "RECORD" PLANS ARE COMPILED FROM DATA COLLECTED FROM THE \� �}��'1 NE,p �D� CONTRACTOR, PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND 7727' , --_,:bi/ r SURVEY DATA. WE SUGGEST THAT THESE PLANS BE USED IN CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND ELEVATION OF IMPROVEMENTS -e'`. t ,„ _ IN QUESTION. TO THE BEST OF MY INFORMATION, KNOWLEDGE, AND BELIEF, OREGO$II THESE PLANS ARE AN ACCURATE REPRESENTATION OF THE SUBJECT IMPROVEMENTS, 0 �� 11") CARL B. JENSEN RENEWS: 6/30/07 13 0 1-0\ CD 2 III SITE PLAN IN S.W. 1/4, SECTION 13, T2S, R1W, W.M. C� n r co (0 LLI CL CITY OF DURHAM z WASHINGTON COUNTY, OREGON Cr LiJ 0 o 0 J W Lil © (D SCALE 1" = 30' AUG. 19, 2005 W LT- Z >- rn o Li- L4 &D Q 0 � __ wV_ � .�.. . — -W _ 0----FT e6ril (/) < � C7x o i 30 24 1812 6 0 15 30 60 Z ..F-- t: S.W. ELLMAN LANE !„�„ © z 0E , LEGEND Z E w •J Jo i . f i CONTROL POINT 0 < z § IRON ROD IalPROPE TY LOCATI N lIASPHALT0 ol1 CONCRETE tc:r9 _J TAX LOT 1000, MAP 2S1-13CD = CURB INLET Q 1 # ® = STORM MANHOLE Nei 17775 S.W. UPPER BOONES FERRY ROAD FENCE a � � = MAILBOX a O = SANITARY MANHOLE $ M a © = EX. WATER METER "' = STORM LINE `'� U N = SANITARY LINE `", Z 0 ill a. = POWER POLE 9 8 U �U © 1 = POWER LINE 0 "„ + Cl. = DEADMAN p = FIRE HYDRANT r��' % tiyQ V Q wv N = WATER VALVE < Ln j = CABLE PEDISTAL i = CATV LINE 0 �' = P.G.E. METER I 7 :_cf) , Ki = FIR c� I _ � � o \) (7 i k I lam' - = MAPLE r I G = CHERRY Qin ,-. Le) 12 19� # CS _ - - CEDAR \ ■ -.+' _ , r 40„ i�� - DECIDUOUS X 36* CC 4 t BIRCH VA. / 3 VERIZON LINE _ Ion ST. STA: 2+08 ` 'co CC = AIR CONDITIONER OFFSET` 28.34 . r,- " . ' 1"WT1~t SERVICE 4 +7' d = APPLE )4:32el .. PLACE BOX " ( = BUILDING ENVELOPE F FLUSH WITH : I Q "' = WATER LINE o2ttf ' SIDEWALK "'o Z 141 } ; r 4 NOTE: 22" 22'' .�'' CI 1 . BOUNDARY AND TOPOGRAPHIC SURVEY x PREPARED BY DOS. CESNW HAS NOT 14" r 1 -3 "4` 11141 -.- VERIFIED THE BOUNDARY OR THE -) 16 ___..--_ „ r/ CC' TOPOGRAPHIC SURVEY. WE HAVE / ADJUSTED THE CONTOURS TO WASH. CO. BENCH MARK. CONTRACTOR TO VERIFYcct 24" , , 1 TAP--TIGARD a 22"Yaw _,, r':' y WATER DIST. ALL THE INFORMATION SHOWN PRIOR ,r , 1 STD. (TYPICAL) TO CONSTRUCTION AND SHALL NOTIFY 0 ...•- `_ ST. STA: 2+77 @ z A.030" g" �' I ENGINEER OF ANY SIGNIFICANT OFFSET: 27.94 R ~� 4 LP 2 -- 1"WTR SERVICE t . o ., DISCREPANCIES. PEACE BOX FLUSH �' z �; WITH SIDEWALK 24>. �,, ce TRENCH CUT PER DST. 2. ALL SERVICES TO BE INSTALLED BY COT o © Q 8. ON SHT 4/7. BACKFILL CREWS. v1 ua m TRENCH PER f �� REQUIREMENTS 3. 48 HR NOTICE MUST BE GIVEN BEFORE T ce N 30" 1 I 3 (TYPICAL) CONSTR. CONTACT KEN F. 503.816.6146 x 14 3 Q 4. EX. WATER SERVICE TO BE REMOVED &r- ( N N 12" C REPLACED IF NOT USABLE. COORDINATE - WITH KEN. COST WILL BE BILLED TO DEV. & m N! ''��` SDC CREDIT GRANTED FOR EX. METER 0 LLB o , / 0 S�yyrr•. LLI Co o p J iy CNJ r• � Q (V L1J J CL 8 -- O 1 (-) Li, Z 4N 7 0 71 Ce 41 SHEET 6 OF