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Plans (8) SIT2014 00018 C U ■ C N C o N C) w M U In a v to Z s1 FINAL ENGINEERING PLANSI�I.I I J� LLJ(D o 0 •V W-JN 2 T s i 0 0 ACV r Y " r �R�S� vj <�XZ o 0w<<0 Z—t+-m ZN�mu TIGARD C _j W 0412 0 00 LLJ -J-31 �;Jro a Y Z to o10655 SW GREENBURG ROAD u7 Ld .. pm z Ui o o N City of Tigard Erosion Control TIGARD OR 97223To Schedule Inspections: Cali (503) 639-4175 u7 Initial Inspection: LLJ Prior to footing kupection N c0 O) zFinal Inspection: Prior to final building C I N O d E UTILITY AND GOVERNING AGENCY CONTACTS Y ROADWAY AUTHORITY NATURAL GAS COMPANY CITY OF TIGARD PUBLIC WORKS DEPT. NW NATURAL GAS LOCATION MAP SHEET 13125 SW HALL BLVD 220 NW 2ND AVE (NOTToscAL ) N�TM NUMBER INDEX OF DRAWINGS TIGARD, OR 97223 PORTLAND, OR 97209 CONTACT: MIKE MCCARTHY TEL: (503) 220-2357 ca C0.0 TITLE SHEET TEL: (503) 718-2462 CONTACT: DAVID BENTON a z z EMAIL: mikemOtigard—or.gov EMERGENCY PHONE: 1-800-882-3377 C1 .(� GENERAL NOTES z EMERGENCY PHONE: 503-639-15541 D 0 0 TELEPHONEw C1 .1 CITY NOTES AND DETAILS (n � > PLANNING/COMMUNITY DEVELOPMENT AT&T LNS z �- W CITY of TIGARD TEL: {800} 261-7440 �' V0.0 TOPOGRAPHICAL PLAT OF SURVEY °- o 3 13125 SW HALL BLVD EMERGENCY PHONE: 1-800-288-20200 a 0 0 TIGARD, OR 97223 sF C2.0 DEMOLITION PLAN ,� 3 CONTACT: JOHN FLOYD CABLE T.V. a �4 �"'`� yj TEL: (503) 718-2462 COMCAST CABLE W 'STD SW OAK STC3.0 SITE PLAN > (n o E EMAIL: johnfl@tigard—or.gov TEL: (503) 261-7440 a �� ' ' Q PLANNING/ENGINEERING: 503-718-2421 EMERGENCY PHONE: 1-877-249-7306 '��Qp C3.1 NOT USED tQ �- o , BUILDING PERMITS: 503-718-2439 z y WATER 3 kq C4.0 GRADING PLAN w FIRE PROTECTION TUALATIN VALLEY WATER DISTRICT 9� 64 0)0) 7o ,� o z TUALATIN VALLEY FIRE AND RESCUE 1850 SW 170TH AVE. 3 C4.1 EROSION CONTROL PLAN o 0 w z .— 11945 SW 70TH AVE. BEAVERTON, OR 97006 o N m TIGARD, OR 97223 CONTACT: RYAN SMITH �4 ,J C4.2 EROSION CONTROL NOTES AND DETAILS �� o °° w0 CONTACT: JOHN WOLF TEL: (503) 848-3057 �� Y Q (n Q W TEL: (503) 259-1504 EMAIL: Ryan®tvwd.org C5.0 UTILITY PLAN o o o EMERGENCY PHONE: 503--649-8577 EMERGENCY PHONE: 503-642-1511 4w�� d SW SHADY LN C0.0 CONSTRUCTION DETAILS p POWER COMPANY WASTEWATER 0 PORTLAND GENERAL ELECTRIC CITY OF TIGARD WASTEWATER C0. 1 CONSTRUCTION DETAILS �,� � 9NP�Rss/oma a 2213 SW 153RD DRIVE 13125 SW HALL BLVD. PROJECT Q C6.2 CONSTRUCTION DETAILS BEAVERTON, OR 97006 TIGARD, OR 97223 CONTACT: LORRAINE KATZ TEL: (503) 639-4171 LOCATION LO ?OREGON a TEL: (503) 672-5484 MAINTENANCE: 503-718-2704 C0.3 CONSTRUCTION DETAILS g 3 EMAIL: Iorraine.katz@pgn.com REPAIR: 503-718-2607 V) J . - EMERGENCY PHONE: 1-800-743-5000 WATER QUALITY: 503-718-2788 EXPRES:06/3=0t5 � U � s LEGAL DESCRIPTION : LEASE BOUNDARY DESCRIPTION w C 0 0 �= o Q A PORTION OF THAT PROPERTY DESCRIBED AS PARCEL 2 IN DEED TO EWING C� "Y t)Ij 'IGAZtD E PROJECT TEAM IRRIGATION PRODUCTS, INC. RECORDED AS DOCUMENT NUMBER 2011-028732, li 8YI8W1iD FOR CODE COMPLUNCB ow WASHINGTON COUNTY DEED RECORDS, LOCATED IN THE NORTHWEST ONE—QUARTER Cl3 WNER SURVEYOR OF SECTION 35, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY Anmm* o a SKYVENTURE, LLC NORTHWEST SURVEYING, INC. OTCs OF TIGARD, WASHINGTON COUNTY, OREGON, AND BEING MORE PARTICULARLY I LL1 CD 6034 WEST COURTYARD DRIVE, SUITE 135 1815 NW 169TH PLACE, SUITE 2090 DESCRIBED AS FOLLOWS: penult#1 - i7_ -C r-Dt w T AUSTIN, TX 78730 BEAVERTON, OR 97006 Address ,_ ■ �"■� TEL: (206) 979-4359 TEL: {503} 848-2127 BEGINNING AT A 5/8 INCH IRON ROD LOCATED AT THE NORTHEAST CORNER OF sd� �I ° CONTACT: BILL ADAMS EMAIL: NWSURVERING@NWSRVY.COM SAID PARCEL 2, SAID POINT BEARING SOUTH 89'51'08" EAST 537,72 FEET FROM A B Dstrr ,...■ T - CONTACT: CLINTON STUBBS U 5/8 INCH IRON ROD LOCATED AT THE NORTHWEST CORNER OF PARCEL 1 OF SAID Y C CIVIL ENGINEER EWING IRRIGATION PRODUCTS, INC. PROPERTY, AND ALSO BEING LOCATED ON THE 0 KIMLEY HORN AND ASSOCIATES INC. OTECH 1001 WARRENVILLE ROAD, SUITE 350 PROFESSIONAL SERVICE INDUSTRIES, INC. WESTERLY RIGHT—OF—WAY LINE OF BEAVERTON--TIGARD HIGHWAY FRONTAGE ROAD OFFICE COPY ^ (30 FEET FROM THE CENTERLINE THEREOF, WHEN MEASURED AT RIGHT ANGLES); I LISLE, IL 60532 6032 NORTH CUTTER CIRCLE, SUITE 480 THENCE ALONG SAID WESTERLY RIGHT—OF—WAY LINE, SOUTH 35'26'05" EAST 122.18 CONTACT: NATHAN GROFF, PE PORTLAND, OR 78370 FEET; THENCE LEAVING SAID WESTERLY RIGHT—OF—WAY LINE, SOUTH 54'33'55"WEST ° TEL: (630) 487-5557 TEL: (503) 289-1778 50.06 FEET; THENCE NORTH 89'51'08"WEST 267.90 FEET TO A POINT ON THE WEST EMAIL: Nate.Groff@Kimley—Horn.com CONTACT: TYLER K. BERNIUS LINE OF SAID PARCEL 2; THENCE ALONG SAID WEST LINE, NORTH 00'05'21 " EAST Ln 128.50 FEET TO THE NORTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE N .0 ARCHITECT LANDSCAPE ARCHITECT NORTH LINE OF SAID PARCEL 2, SOUTH 89'51'08" EAST 237.65 FEET TO THE POINT N o JENSEN FEY ARCHITECTURE AND PLANNING P.S. TERRAMARK OF BEGINNING. N o 7730 LEARY WAY CHICAGO, IL 60618 REDMOND, WA 98052 TEL: (952) 292-2458 THE ABOVE DESCRIBED LEASE AREA CONTAINS 35,540 SQUARE FEET, MORE OR C TEL: (425) 216-0318 CONTACT: MARK KALTSAS LESS. CONTACT: DAVID FEY PROFESSIONAL ENGINEER'S CERTIFICATION " � THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE NORTH LINE OF SAID PARCEL 1 AND PARCEL 2, HOLDING THE RECORD BEARING PER SURVEY NUMBER N 29,506, WASHINGTON COUNTY SURVEY RECORDS, 1, TYLER HOLST, A LICENSED PROFESSIONAL ENGINEER OF ORGEON, HEREBY Q J CERTIFY THAT THIS SUBMISSION, PERTAINING ONLY TO THE "C" SERIES CIVIL SHEETS LISTED ABOVE, WAS PREPARED ON BEHALF OF SKYGROUP INVESTMENTS, Y LLC. BY KIMLEY—HORN AND ASSOCIATES, INC. UNDER MY PERSONAL DIRECTION, c� CO THIS TECHNICAL SUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF m BENCHMARKS DOCUIN MENTS. JUNCTION WITH THE PROJECT SPECIFICATIONS AND CONTRACT w SEE MINOR LAND PARTION FILE #MLP2014-00002 FOR 1 0 DATED THIS22ND DAY OF JANUARY _ A.D., 2015. 3 INFORMATION REGARDING THE PROPOSED LOT PARTITION. 3: 0 REFERENCE BENCHMARK: V) WASHINGTON COUNTY BENCHMARK NUMBER 443: "ONLICENSED E UA BRASS DISK STAMPED "W 671 1976" LOCATED AT THE PROFESSIONAL ENGINEER 86691 U. NORTHEAST CORNER OF THE BRIDGE OF SW GREENBURG ROAD MY LICENSE EXPIRES ON JUNE 30, 2015 ~ OVER STATE HIGHWAY 217. NGVD 1929 DATUM. SHEET NUMBER ELEV=200.03 C0 . 0 U C a) GENERAL NOTES PAVING NOTES 6. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UN71L AUTHORIZED BY THE 16.1.2• WATERMAINS MAY BE LAID CLOSER THAN TEN (10) FEET TO A SEWER UNE WHEN; C 0 31. THE TRENCHES FOR PIPE INSTALLATION SHALL BE KEPT DRY AT ALL TIMES DURING PIPE PLACEMENT. CITY OF TIGARD. 16.1.21. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION TEN 1 N 0 1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND HORIZONTAL CONTROL SHOWN ON THE APPROPRIATE FACILITIES TO MAINTAIN THE DRY TRENCH SHALL BE PROVIDED BY THE CONTRACTOR, AND 1. GENERAL ( 0) FEET; �, r7 En DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY: THE COST OF SUCH SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE ITEM. PLANS FOR THE SITE 7. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH ca a DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR TO I.I. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION. AND COMPACTION; PLACEMENT OF CLEAN WATER SERVICES (CWS) REQUIREMENTS AS SPECIFIED IN THE DESIGN AND CONSTRUCTION 16.1.2.2• E WATERMAIN INVERT IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE CROWN OF THE Z to -0NORTHWEST SURVEYING, INC. IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING SUBBASE OR BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT AND THE REQUIREMENTS OF 4-0 - c 1815 NW 1697H PLACE, SUITE 2090 CONSTRUCTION UNLESS APPROVED IN WRITING BY THE OWNER. FINISHING, AND CURING CONCRETE PAVEMENT CURBS, AND WALKS; AND FINAL CLEAN-UP AND ALL TUALATIN VALLEY WATER DISTRICT AS SPECIFIED IN THE DESIGN AND CONSTRUCTION STANDARDS. -ch ° BEAVERTON, OR 97006 RELATED WORK. 16.1.2.3. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN i �w�+�iz "!w c c TEL: (503) 848-2127 32.AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE PROPER 8. NO WATER UNE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER UNE. EXCEPT UNDER SPECIAL UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. J N 0INLET PROTECTION EROSION CONTROL AT LOCATIONS INDICATED BY THE ENGINEER. THE PURPOSE OF THE 1.2. COMPACTION REQUIREMENTS [REFERENCE ASTM D-1557 (MODIFIED PROCTOR)k SUBGRADE - 93% CIRCUMSTANCES AND THEN ONLY UNDER THE FOLLOWING RULES: O V Q N ti COPIES OF THE SURVEY ARE AVAILABLE FROM THE ENGINEER. SITE CONDITIONS MAY HAVE CHANGED INLET PROTECTION WILL BE TO MINIMIZE THE AMOUNT OF SILTATION THAT NORMALLY WOULD ENTER THE SUBBASE - 93X; AGGREGATE BASE COURSE - 95X; BITUMINOUS COURSES - 95X OF MAXIMUM 16.1.3. WHEN IT IS IMPOSSIBLE TO MEET (1) OR (2) ABOVE, BOTH THE WATERMAIN AND DRAIN OR Q U J N M > SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH STORM SEWER SYSTEM FROM ADJACENT AND/OR UPSTREAM DRAINAGE AREAS. DENSITY, PER OREGON DEPARTMENT OF TRANSPORTATION (ODOT) HIGHWAY STANDARDS. A. IF NECESSARY PERMISSION SHALL BE OBTAINED FROM THE CITY OF TiGARD IN WRITING PRIOR TO SEWER SHALL BE CONSTRUCTED OF SUP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON Z p THE CURRENT CONDITIONS. BEGINNING CONSTRUCTION. PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE EQUIVALENT TO WATERMAIN STANDARDS OF I cn U)r i Q E 33. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL 1.3. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING WARNING CONSTRUCTION AND IN CONFORMANCE WITH THE CLEAN WATER SERVICES DESIGN AND > CIS Q M � 2. COPIES OF SOLS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING, SHEETING DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH B. THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18 INCHES ABOVE CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT AND THE X M o OR SPECIAL CONSTRUCTION METHODS DEEMED NECESSARY BY THE CONTRACTOR IN ORDER TO INSTALL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL THE TOP OF THE SEWER AND 18 INCHES HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER. REQUIREMENTS OF TUALATIN VALLEY WATER DISTRICT DESIGN AND CONSTRUCTION STANDARDS. v < Z w<_ ,, THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY 34.EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH CWS REGULATIONS AND ODOT DEVICES (MUTCD). LATEST EDITION. AND IN ACCORDANCE WITH THE CITY OF TIGARD CODE. THE DRAIN OR SEWER SHALL BE PRESSURE-TESTED TO THE MAXIMUM EXPECTED SURCHARGE ot ADDITIONAL SOLS DATA NEEDED TO CONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOIL CONDITIONS STANDARDS FOR SOL EROSION AND SEDIMENTATION CONTROL AND SHALL BE MAINTAINED BY THE 9. ALL SANITARY MANHOLES (AND STORM MANHOLES IN COMBINED SEWER AREAS) SHAD. HAVE A MINIMUM HEAD BEFORE BACKFiLUNG. � - Q N O I SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNER'S CONTRACTOR AND REMAIN IN PLACE UNTIL A SUITABLE GROWTH OF GRASS, ACCEPTABLE TO THE 2. SUBGRADE PREPARATION INSIDE DIAMETER OF 48 INCHES AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED CONCRETE A �W WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION. ENGINEER, HAS DEVELOPED. WATERTIGHT BOOT, CONFORMING TO ASTM C-923, SHALL BE USED AT THE PIPE-STRUCTURE CONNECTION. 16.2• VERTICAL SEPARATION \� `V O Q U) 2.1. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR 3. 0 3. THE CONTRACTOR SHALL PHOTOGRAPH THE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE 35. THE CONTRACTOR SHALL CONFORM TO ALL EROSION CONTROL REQUIREMENTS AS SET FORTH BY CLEAN MINUS, OF PLAN ELEVATION. THE CONTRACTOR SHALL CONFIRM THAT THE SUBGRADE HAS BEEN 10.ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER-TIGHT SLEEVES. THE 16.2.1. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS EIGHTEEN (18) INCHES ABOVE THE :c0 CO,X OF DOCUMENTING EXISTING CONDITIONS. WATER SERVICES THROUGH THE NPDES PHASE 11 PERMIT PROGRAM REQUIREMENTS AND GOVERNING PROPERLY PREPARED AND THAT THE FINISHED TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN BOTTOM OF THE MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS. CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY >- p •3 MUNICIPALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS TOLERANCES ALLOWED IN THESE SPECIFICATIONS. UNLESS THE CONTRACTOR ADVISES THE ENGINEER IN SEWERS, OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED w wi_j I ° 4. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL PROPOSED WORK SHALL BE IN INDICATED ON THE EROSION CONTROL DRAWINGS AND SPECIFICATIONS AS WELL AS THE STORMWATER WRITING PRIOR TO FINE GRADING FOR BASE COURSE CONSTRUCTION. IT IS UNDERSTOOD THAT THE 11.FRAMES AND UDS: SEE DETAILS FOR ALL SANITARY SEWER MANHOLE FRAMES AND UDS. THE UDS SHALL FOR Y THAT PORTION E WATERMAIN LOCATED WITHIN TEN (10) FEET HORIZONTALLY OF i 0 Q) ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY KIMLEY--HORN AND ASSOCIATES, INC. THE CONTRACTOR HAS APPROVED AND ACCEPTS THE RESPONSIBILITY FOR THE SUBGRADE. HAVE RECESSED (CONCEALED) PICK HOLE AND BE SELF-SEAUNG WITH AN '0 RING GASKET. THE UDS CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER > to CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP AT A SHALL HAVE THE WORD "SANITARY EMBOSSED ON THE SURFACE. THE JOINTS BETWEEN THE FRAME AND THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN. Y Z a A. "STANDARD SPECIFICATIONS FOR CONSTRUCTION IN OREGON." AS PREPARED BY ODOT LATEST MINIMUM, INCLUDING EROSION CONTROL MEASURES AND INSPECTION FREQUENCY, AS REQUIRED BY THE 2.2. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF-ROLLED AND CONCRETE SECTION SHALL BE SEALED WITH A BUM ROPE. ir i;,j EDITION. CWS NPDES PHASE II PERMIT PROGRAM REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING INSPECTED FOR UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT IF UNSUITABLE SUBGRADE IS 16.2.2. BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO pix z ALL SWPPP DOCUMENTATION CURRENT AND READILY AVAILABLE ON THE PROJECT SITE AT ALL TIMES ENCOUNTERED. IT SHALL BE CORRECTED. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING 12.A MAXIMUM OF TWELVE (12) INCHES OF CONCRETE-ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME WATERMAIN STANDARDS OF CONSTRUCTION WHEN: N Q p c B. ALL. AND CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT" FOR REVIEW BY THE OWNER, ENGINEER, AND REGULATORY AGENCIES« KIMLEY-HORN AND ASSOCIATES, METHODS: ELEVATIONS. RINGS SHALL BE SEALED TOGETHER WITH BUM ROPE. pp 3 a AS PUBLISHED BY THE CLEAN WATER SERVICES (CWS), LATEST EDITION. INC. IS NOT RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR 16.2.2.1. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, AS DESCRIBED ABOVE. OR w " SUPPLIERS, WHICH CONTRIBUTE TO DEFICIENCIES IN THE SWPPP OR ANY VIOLATIONS RESULTING FROM 2.2.1. SCARIFY, DISC, AND AERATE. 13.CLEANING: ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL 16.22.2. THE WATERMAIN PASSES UNDER A SEWER OR DRAIN. 0 C. DESIGN AND CONSTRUCTION STANDARDS" AS PUBLISHED BY THE TUALATIN VALLEY WATER DISTRICT, INADEQUATE EROSION CONTROL PROTECTION AND/OR DOCUMENTATION. VISIBLE LEAKAGE EUMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE. 0 LATEST EDITIION. 2.2.2. REMOVE AND REPLAN WITH STRUCTURAL CLAY FILL. 36. THE PAVEMENT SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES. IT MAY BE NECESSARY 14.TESTiNG. DEFLECTION, AIR. AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE 16.2.3. A VERTICAL SEPARATION OF EIGHTEEN (/8) INCHES BETWEEN THE INVERT OF iNE SEWER OR to Q D. REGULATIONS. STANDARDS AND GENERAL REQUIREMENTS SET FORTH BY THE CITY OF TIGARD, TO KEEP A SWEEPER ON-SITE AT ALL TIMES. 2.2.3. REMOVE AND REPLACE WITH GRANULAR MATERIAL. TESTING LIMITS SHALL BE IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION STANDARDS FOR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN UNLESS OTHERWISE NOTED ON THE PLANS. SANITARY SEWER AND SURFACE WATER MANAGEMENT AND THE TUALATIN VALLEY WATER DISTRICT DESIGN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND � 37. ALL DISTURBED AREAS OF THE RIGHT-OF-WAY SHALL BE FULLY RESTORED TO PRE-CONSTRUCTION 2.2.4. USE OF GEOTEXTiLE FABRIC. AND CONSTRUCTION STANDARDS. BREAKING OF THE WATERMAIN. ¢ ° E. THE NATIONAL ELECTRIC CODE. CONDITIONS WITH A MINIMUM OF SIX (6) INCHES OF TOPSOIL, SEEDING, AND MULCH AS PER ODOT ESTANDARDS. MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE ONE-QUARTER (1/4) INCH TO ONE-HALF 15.TESTiNG THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD CODE. 16.2.4 CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE j I I I Ld o F. ALL APPLICABLE PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN (1/2) INCH IF NO DEFLECTION OCCURS OVER THE MAJORITY OF THE AREA. FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN (10) FEET. T_ INCORPORATED BY REFERENCE. 38. ALL PROPOSED GRADES SHOWN ON PLANS ARE FINISHED SURFACE ELEVATIONS. UNLESS NOTED 16.TELEVISING: IF REQUIRED BY THE MUNICIPALITY, ALL SANITARY SEWERS SHALL BE TELEVISED, AND A N N Q T OTHERWISE. 2.3. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE COPY OF THE TAPE AND A WRITTEN REPORT SHALL BE SUBMITTED AND REVIEWED BY THE CITY OF 17. ALL WATERMAINS SHALL BE PRESSURE-TESTED FOR A MIN. OF 2 HOURS AT 200 PSI. FLUSHED, AND 1 N X11 O ° 5. STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS. AND RECURRING SPECIAL PROVISIONS, MATERIAL, THE PAVEMENT AREA SHALL BE FINE-GRADED TO WITHIN 0.04 FEET (1/2 INCH) OF FINAL TIGARD BEFORE FINAL ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION AS WELL AS A DISINFECTED IN ACCORDANCE WITH AWWA AND CITY OF TIGARD SPECIFICATIONS. EACH VALVE SECTION E CONSTRUCTION PLANS, AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART OF THE 39. THE RESPONSIBILITY AND EXPENSE OF ALL TESTING SHALL BE COORDINATED BY THE CONTRACTOR WITH SUBGRADE ELEVATION, TO A POINT TWO (2) FEET BEYOND THE BACK OF THE CURB, SO AS TO DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS, AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE SHALL BE PRESSURE-TESTED FOR A MINIMUM OF ONE (1) HOUR. ALLOWABLE LEAKAGE IS TO BE ONLY Y CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THE CONTRACTOR'S WORK THE OWNER. IF REQUESTED BY THE MUNICIPALITY OR ENGINEER, COPIES OF ALL TEST RESULTS SHALL BE ENSURE THE PROPER THICKNESS OF PAVEMENT COURSES NO CLAIMS FOR EXCESS QUANTITY OF BASE BOTH VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN THAT WHICH IS PREDETERMINED BY THE CITY OF TIGARD. AT NO TIME IS THERE TO BE ANY VISIBLE >1 MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED A PART OF THE CONTRACTOR'S CONTRACT. PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL. MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED. REPORT SHALL BE THE SAME AS THE VIDEOTAPES. LEAKAGE FROM THE MAIN. 0 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ITEMS REQUIRED FOR 40. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. 2.4. PRIOR TO PLACEMENT OF THE BASE COURSE, THE SUBGRADE SHALL BE APPROVED BY THE TESTING 17.TEST RESULTS: IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENT'S .- CONSTRUCTION OF THE PROJECT, AS SHOWN ON THE PLANS. ARE INCLUDED IN THE CONTRACT. ANY PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS. ENGINEER. SPECIFIED, THE CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND REPAIR, OR ° ITEM NOT SPECIFICALLY INCLUDED IN THE CONTRACT BUT SHOWN ON THE PLANS, SHALL BE REPLACE ALL MATERIALS AND WORKMANSHIP, AS MAY BE NECESSARY TO COMPLY WITH THE TEST TUALATIN VALLEY WATER DISTRICT NOTES CI_ CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 41. WHEN REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN RECORD DRAWINGS CAN BE 3. CONCRETE WORK REQUIREMENTS. o IMMEDIATELY IN THE EVENT OF A DISCREPANCY WITH THE PLANS AND QUANTITIES. PREPARED. RECORD DRAWINGS SHALL INDICATE THE FINAL LOCATION AND LAYOUT OF ALL 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TUALATIN VALLEY WATER DISTRICT {TVWD) L IMPROVEMENTS. INCLUDING VERIFICATION OF ALL CONCRETE PADS, INVERT, RIM, AND SPOT GRADE 3.1. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AIR ENTRAINMENT OF NOT 18.CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED BY c 7. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL ELEVATIONS, AND INCORPORATE ALL FIELD DESIGN CHANGES APPROVED BY THE OWNER. LESS THAN FIVE (5%) OR MORE THAN EIGHT (SX) PERCENT. CONCRETE SHALL BE A MINIMUM OF SIX AN INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE CONDUCTED AT LEAST 48 HOURS PRIOR TO THE START OF WATERLINE CONSTRUCTION TO ARRANGE A ° NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE 6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH AT FOURTEEN IN ACCORDANCE WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES OF PLASTIC PRE-CONSTRUCTION MEETING WITH ONE OF OUR INSPECTORS. Z Z Z c PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS KIMLEY-HORN AND ASSOCIATES, INC, THE 42. BEFORE ACCEPTANCE, ALL WORK SHALL BE INSPECTED BY THE CITY OF TIGARD, AS NECESSARY. �14) DAYS AND A MINIMUM OF 4,0000 PSI COMPRESSIVE STRENGTH AT TWNENTY-EIGHT (28) DAYS . PIPE BY PARALLEL PLATE LOADING." ASTM STANDARDS D-2241, AS APPROPRIATE FOR THE PIPE. TO BE O w w MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER FROM AND AGAINST ANY AND ALL ALL CONCRETE SHALL BE BROOM-FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. USED. TESTS SHALL ALSO BE CONDUCTED M DEMONSTRATE JOINT PERFORMANCE AT FIVE (5) PERCENT 2. THE CONTRACTOR SHALL CONTACT TVWD FOR A FINAL INSPECTION WITH ONE OF OUR INSPECTORS TO P= :2 :15 V) LIABILITY. CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT. RECEIVE FINAL PROJECT ACCEPTANCE. U :2 g z PERFORMANCE OF THE WORK DESCRIBED HEREIN. 3.2. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE MOWN ON THE :D O O O � PLANS. THE CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE 19.CONTRACTOR SHALL VERIFY THAT THE TESTING METHODS DESIGNATED HEREIN ARE ACCEPTABLE TO THE 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS FROM WASHINGTON COUNTY rY U U U) D 8. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, PAVEMENT CROSS SECTION TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE LOCAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. PRIOR TO STARTING CONSTRUCTION. ° TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY EARTHWORK NOTES COURSE THICKNESS BENEATH THE CURB AND GUTTER. PRE-MOLDED FIBER EXPANSION JOINTS, WITH Z � Imo- w � PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF TWO 3/4-INCH BY 18-INC4 EPDXY-COATED STEEL DOWEL BARS, SHALL BE GREASED AND FITTED WITH 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE TVWD WITH FIRE UNE METER AND THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 1. GENERAL METAL EXPANSION TUBES BACKFLOW ASSEMBLIES' INFORMATION AND ARRANGE FOR INSPECTION WITH TVWD INSPECTOR IF 0 CJ CJ ftlAPPLICABLE. CONTRACTOR SHALL CONFIRM THIS PROPOSED EQUIPMENT MEETS THE DISTRICT'S z 3 9. CONSTRUCTION MATERIALS AND/OR EQUIPMENT MAY NOT BE STORED IN THE RIGHT-OIC'-WAY, AS 1.1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS 3.3. CURBS SHALL BE DEPRESSED AND MEET THE SLOPE REQUIREMENTS OF THE OREGON ACCESSIBILITY STORM SEWER NOTES STANDARDS AND IS ACCEPTABLE BY TVWD PRIOR TO ORDERING THE MATERIALS OR INSTALLATION OF O:� w w DIRECTED BY THE OWNER. AT THE SITE. CODE AT LOCATIONS WHERE PUBLIC WALKS INTERSECT CURB LINES AND OTHER LOCATIONS, AS THE FIRE LINE METER AND BACKFLOW ASSEMBLIES. O a- 0- 0 DIRECTED. FOR THE PURPOSE OF PROVIDING ACCESSIBILITY. 1. STORM SEWER PIPE: ALL STORM SEWER PIPE MATERIAL, SIZE AND TYPE SHALL BE INSTALLED AS EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC 1.2. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN INDICATED ON THE UTILITY PLAN. UNLESS OTHERWISE NOTED ON THE PLANS, ALL STORM SEWER PIPE 5. ALL WATER SYSTEMS WORK AND MATERIALS SHALL COMPLY WITH THE DISTRICTS WATER SYSTEM p o w z 10. '3 RIGHT-OF-WAYS ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR 3.4. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF SHALL. BE REINFORCED CONCRETE PIPE, IN ACCORDANCE WITH ODOT STANDARD SPECIFICATIONS FOR STANDARDS. w (n N w DETERMINING L SCOPE OF THE COMPLETED PROJECT IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINING PIPE CLASS AND CONFORMING TO ASTM C76. ANY CHANGES TO THE PIPE MATERIAL. SIZE > SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THESE UTILITY ONES AND THEIR DETERMINE ALL MATERIAL QUANTITIES AND BE KNOWLEDGEABLE OF ALL SITE CONDITIOIVS. THE BASE COURSE. AND TYPE MUST BE APPROVED BY THE OWNER, ENGINEER AND CITY OF TIGARD PRIOR TO ORDERING 6. APPROVED PLANS ARE VALID FOR 6 MONTHS FROM THE DATE THE TVWD APPROVAL, WHICH WAS w w E PROTECTION FROM DAMAGE DUI TO CONFLCONSICT WITH OPERATIONS. IF EXISTING UTILITY LINES OF ANY MATERIALS OR INSTALLING THE PIPE. ALL STORM SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE ISSUED ON JUNE 2. 2014 TVWD PROJECT NO. E7700 � � � `t E NATURE ARE ENCOUNTERED WHICH CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE 1.3. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE 3.5. CONCRETE SIDEWALK SHALL 8E IN ACCORDANCE WITH THE ABOVE AND THE PLANS PROVIDE SCORED ( )• 0 CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. FINISHED GRADE AND THAT PAVEMENT THICKNESS, TOPSOIL, ETC., MUST BE ACCOUNTED FOR. JOINTS AT 5-FOOT INTERVALS AND 1/2-INCH PRE-MOLDED FIBER EXPANSION JOINTS AT 20-FOOT WITH THE FOLLOWING: �° INTERVALS AND ADJACENT TO CONCRETE CURBS, DRIVEWAYS. FOUNDATIONS, AND OTHER STRUCTURES. 7. CONTRACTOR MUST HAVE ONE SET OF APPROVED PLANS ONSITE SHOWING ALL REVISIONS NOTED BEFORE Ln d- M z 11. OWNER SHALL OBTAIN EASEMENTS AND APPROVAL OF PERMITS NECESSARY TO FACILITATE 1.4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND PREVENT PIPE SIZE CODE PIPE MATERIAL INSPECTIONS ARE TO BE PERFORMED BY THE DISTRICT'S INSPECTOR. s CONSTRUCTION OF THE PROPOSED UTILITIES. THE CONTRACTOR, HOWEVER, SHALL FURNISH ALL REQUIRED STORMWATER FROM RUNNING INTO OR STANDING iN EXCAVATED AREAS THE FAILURE TO PROVIDE 3.6. CONCRETE CURING AND PROTECTION SHALL BE PER ODOT STANDARDS. TWO (2) COATS OF ODOT 12"-60"� RCP REINFORCED CONCRETE PIPE (ASTM C76) _c BONDS AND EVIDENCE OF INSURANCE NECESSARY TO SECURE THESE PERMITS AND EASEMENTS. PROPER DRAINAGE RU NEGATE ANY POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR APPROVED CURING AGENT SHALL BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. 3 10 M PVC POLYVINYL CHLORIDE PLASTIC PIPE SDR-26 (ASTM D3034 AND D2241) a w w 0 12 - 60 PVC POLYVINYL CHLORIDE PLASTIC PIPE C900 (ASTM D3139) UNSUITABLE MATERIALS CREATED AS A RESULT THEREOF. FINAL GRADES SHALL BE PROTECTED co F- ° 12. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. 3.7. THE COST OF AGGREGATE BASF OR SUBBASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE 3"-48' HDPE HIGH DENSITY POLYETHYLENE PIPE U Z 0, ° AGAINST DAMAGE FROM EROSION, SEDIMENTATION, AND TRAFFIC. 3"-48" DIP DUCTILE IRON PIPE, CLASS 52 ANSI 21.51 AND AWWA 0151 � O O ° ANY STAKES DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY COST THE RESPECTIVE CONCRETE ITEM. ( ) Z 7 0 THE SURVEYOR AT THE CONTRACTOR'S EXPENSE. 1.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SOIL EROSION AND O rn F---IZI >- r vi SEDIMENTATION CONTROL MEASURES. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES 4. FLEXIBLE PAVEMENT CL "O Q Cy {/I m >_ m w m 13. NOTIFICATION OF COMMENCING CONSTRUCTION: AND THE PLACEMENT OF SILT AND FILTER FENCING. ETC.. TO PROTECT ADJACENT PROPERTY, 2. BAND-SEAL OR SIMILAR COUPLING SHALL BE USED MEN JOINING SEWER PIPES OF DISSIMILAR CL O a-,, Q o m a O v WETLANDS, ETC., SHALL OCCUR BEFORE GRADING BEGINS. 4.1. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, AND DRIVE AISLES SHALL BE AS MATERIALS. Q co 14- w z z w Z a 13.A. THE CONTRACTOR SHALL NOTIFY AFFECTED GOVERNMENTAL AGENCIES IN WRITING AT LEAST THREE DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS SHALL = � w 2 9 v J ° FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN ADDITION. THE CONTRACTOR 1.6. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A CONSTRUC11ON CONSIST OF AGGREGATE BASE COURSE. TYPE B, BITUMINOUS CONCRETE BINDER COURSE, HOT MIX 3. ALL FOOTING DRAIN DISCHARGE PIPES AND DOWN SPOUTS SHALL DISCHARGE TO THE STORM SEWER Y Q a w d a SHALL NOTIFY, AS NECESSARY, ALL TESTING AGENCIES, THE CITY OF TIGARD, AND THE OWNER FENCE AROUND ANY TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE ASPHALT, IL-19, N50; AND BITUMINOUS CONCRETE SURFACE COURSE, HOT MIX ASPHALT, MIX D N50, S (n a o v � •E SUFFICIENTLY iN ADVANCE OF CONSTRUCTION. CENTERED AROUND THE TREE, THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE OF THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE w -° CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS. 4. CONSTRUCTION: ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN z (EXTENT OF FURTHEST EXTENDING BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING w c 13.B. FAILURE OF THE CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN THE GRADE WITHIN TH£ FENCED AREA SHALL NOT B£ DISTURBED. LINE AND GRADE. O TESTING COMPANIES TO BE UNABLE TO VISIT THE SITE AND PERFORM TESTING WILL CAUSE THE 4.2. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE IS o CONTRACTOR TO SUSPEND THE OPERATION TO BE TESTED UNTIL THE TESTING AGENCY CAN LAID. THE AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5 GALLONS 5. COVER: THE CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER PIPES AS SET FORTH BY TABLE 5-2 pR 0 2. TOPSOIL EXCAVATION INCLUDES: w SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK SHAD. BE BORNE BY THE PER SQUARE YARD PRIOR TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHALL BE ODOT OF THE DESIGN AND CONSTRUCTION STANDARDS OF THE TUALATIN VALLEY WATER DISTRICT. THE ca . CONTRACTOR. APPROVED. CONTRACTOR SHALL MOUND OVER ANY PIPES THAT HAVE LESS THAN MINIMUM COVER DURING 2.1, EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS � �Ssss1P R ipy Q) CONSTRUCTION UNTiL THE AREA IS FINAL GRADED OR PAVED. m THAT WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING VEGETATION �� 9< 14. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL EMERGENCY TRAFFIC, AS SHALL BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS. 4.3. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED AND � DIRECTED BY THE CITY. TACK-COATED IF DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER. BASE, OR CURB SHALL BE 6. STRUCTURES: MANHOLE, CATCH BASIN, AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL Z �' REPAIRED TO THE SATISFACTION OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE UNITS OR MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE A MINIMUM OF FOUR (4) ° 2 2. PLACEMENT OF EXCAVATED MATERIAL IN OWNER-DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS FEET IN DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE SEALED c a 15. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION BY THE LANDSCAPE ARCHITECT TO BE LANDSCAPED AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL PROVIDE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT AND STAFF NECESSARY, INCLUDING THE USE OF a C AND SHALL BE PROTECTED PER CITY OF TIGARD LANDSCAPE CODE SECTION 18.745.040. THE NECESSARY EROSION CONTROL MEASURES FOR STOCKPILE. POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE THE PAVEMENT FOR APPUCA71ON OF THE WITH '0' RiNG OR BUM ROPE. A MAXIMUM OF TWELVE (12) INCHES OF ADJUSTING RINGS SHALL BE OREGON 5: °- RIGHT-OF-WAY LINE AND LIMITS OF THE CONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINED SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE BINDER COURSE AT A RATE USED. / fn THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED FROM 2.3. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SMALL BE AS PER ODOT STANDARDS. �� i,5o 0 3 DAMAGE TO TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE TRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE 7. A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED !N THE BOTTOM ALL INLETS AND R d , YA Q - INSIDE THE DRiP UNE OF TREES UNLESS OTHERWISE INDICATED. USED IN NON-STRUCTURAL FILL AREAS OR DISPOSED OF OFF-SITE. 4.4. SEAMS IN SAM, BINDER, AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6 INCHES. MANHOLES. I EAPRES:06/30/2015 O .- / u 16. UMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN APPROVED LANDSCAPE ARCHITECT 5. TESTING AND FINAL ACCEPTANCE. S. THE FRAME. GATE, AND/OR CLOSED UD SHALL BE CAST IRON OF THE STYLE SHOWN ON THE PLANS. c •- 2.4. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING SIX (6) INCHES OF TOPSOIL DIRECTLY 0 3 FORESTER, OR ARBORIST AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE OVER AREAS TO BE LANDSCAPED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. WITH CONSTRUCTION. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THE CONTRACTOR'S 5.1. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND 9• CLEANING: THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION p o WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. 2.5. MODERATE COMPACTION IS REQUIRED IN NON-STRUCTURAL FILL AREAS. PAVEMENT MATERIALS ESTABLISHED BY THE ENGINEER. AND TESTING. ALL CUTS OVER ONE (1) INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE PAINT. c 3. EARTH EXCAVATION INCLUDES: 5.2. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN 10. THE STORM SEWER SHALL BE TELEVISED IF REQUIRED BY THE CITY OF TiGARD. cl� T 17. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REQUIRED BY THE CITY OF TiGARD. SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE O 6 REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL DRILL WHERE DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION.I -0 11« MANHOLES, CATCH BASINS. INLETS, FRAMES, GRATES, AND OTHER STRUCTURES SHALL BE CONSTRUCTED 3.1. EXCAVAl10N OF SUBSURFACE MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL THE c OF THE TYPE, STYLE, AND SIZE AS SET FORTH WITH THE ORDINANCES AND STANDARDS OF THE CITY. EXCAVATION SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET OF THE PLAN SUBGRADE ELEVATIONS � 0 18. ALL EXISTING UTILITIES OR IMPROVEMENTS. INCLUDING WALKS. CURBS. PAVEMENT. AND PARKWAYS WH4E MAINTAINING PROPER DRAINAGE THE TOLERANCE WITHIN PAVEMENT AREAS SHALL SUCH 5.3. WHEN REQUIRED BY THE CITY OF TiGARD, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL °�, v DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE THAT THE EARTH MATERIALS SHALL "BALANCE" DURING THE FINE GRADING OPERATION. DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED IN ORDER 12. ALL PVC PIPES CONNECTED TO REINFORCED CONCRETE PIPE SHALL BE CORED AND BOOTED PER THE r o ORIGINAL CONDITION. THE CONTRACTOR'S WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT TO CONFIRM THE PLAN THICKNESS DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE CITY OF TIGARD REQUIREMENTS. WITHIN A TOLERANCE OF 0.1 FEET. THE FILL 1 a UNLESS A PAY ITEM IS LISTED ON THE BID UST. 3.2. PLACEMENT OF SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL FILL IN METHOD REQUIRED BY ODOT STANDARDS. WATERMAIN NOTES Q � a TO - ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS 19. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK. CURB. CURB AND MATERIALS SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8 INCHES IN 5.4. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND � GUTTER, CULVERTS. ETC., SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT THE ) CHECKING REQUIREMENTS CITED ABOVE. 1. WATERMAIN PIPE: ALL WATERMAIN PIPE MATERIAL. SIZE AND TYPE SHALL BE INSTALLED AS INDICATED THICKNESS, AND THE WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REWIRED ON THE UTILITY PLAN. UNLESS OTHERWISE NOTED ON THE PLANS, ALL WATERMAIN PIPE SHAD. BE � � CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS REWIRED FOR SUCH COMPACTION. Oa DISPOSAL. 6. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY OF TIGARD CODE. WHEN CONFLICTS CONSTRUCTED OF CEMENT MORTAR LINED DUCTILE IRON PIPE, CLASS 52. CONFORMING TO ANSI A21.51 m N 3.3. STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REWIRING ARISE BETWEEN CiTY CODE, GENERAL NOTES AND SPECIFICATIONS. THE MORE STRINGENT SHALL TAKE (AWWA C151) AND ANSI A21.4 (AWWA C104). FUSION-BONDED EPDXY LINING SHALL CONFORM TO ANSI ccs ° 20. NO UNDERGROUND WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COVERED UNTIL IT HAS BEEN STRUCTURAL FILL., WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS PRECEDENCE. A21.16 (AWWA C550 AND C116). THE JOINTS SHALL BE PUSH-ON COMPRESSION GASKET JOINTS O --EAPPROVEDBY THE CITY OF TiGARD. APPROVAL TO PROCEED MUST BE OBTAINED FROM THE CITY OF REWIRING STRUCTURAL FILL, HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR CONFORMING TO ANSI A21.11 (AWWA C111). ANY CHANGES TO THE PIPE MATERIAL, SIZE AND TYPE TiGARD. PRIOR TO INSTAUJNG PAVEMENT BASE. BINDER. AND SURFACE. AND PRIOR TO PQURING ANY OTHER UNSUITABLE MATERIALS UNLESS SPECIFICALLY DIRECTED BY A SOLS ENGINEER WITH THE SIGNAGE AND PAVEMENT MARKING NOTES INSTALLING THEMUST BE OPPEB ALL WATERMAIN PIPE SHALL B£ WALLED N ACGINEER AND CITY OF TIGARD IOR TO ORDERING MATERIALS KXNROANCE WITH THE FOLLOWING;-Y THE > ° CONCRETE AFTER FORMS HAVE BEEN SET, AS NECESSARY. CONCURRENCE OF THE OWNER. a c 21. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND 3.4. COMPACTION OF SUITABLE MATERIALS SHALL BE TO AT LEAST 93X OF THE MODIFIED PROCTOR DRY 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM PIPE SIZE CODE PIPE MATERIAL -i °o HE DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95X PIPE SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF TTRAFFIC CONTROL DEVICES (MUTCD) AND THE OREGON DEPARTMENT OF TRANSPORTATION (ODOT) 3"-48" DIP DUCTILE IRON PIPE, CLASS 52 (ANSI A21.51/A21.4 AND AWWA C151/C104) cn ° STRUCTURE. THE CONTRACTORS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE MERGED OF THE MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS. STANDARDS. < 3' TYPE 'K" COPPER PIPE z INTO THE CONTRACT UNIT PRiCE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL FOOT 2. SKIS: SIGNS SHALL BE CONSTRUCTED OF 0.080-INCH THICK FLAT ALUMINUM PANELS WITH 2. FITTINGS ALL FITTINGS SHALL BE OF DUCTILE IRON WITH CEMENT MORTAR LINING AND MECHANICAL O 0 FOR STORM SEWERS, WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL, AND 4. UNSUITABLE MATERIAL- UNSUITABLE MATERIALS SHALL BE CONSIDERED MATERIAL THAT IS NOT SUITABLE REFL.ECTORiZED LEGEND ON THE FACE. LEGEND SHALL BE IN ACCORDANCE WITH THE MUTCD. JOINTS CONFORMING TO ANSI A21.16 (AWWA C550/0116) AND ANSI A21.10/A21.53 (AWWA C110/0153). .. C DISPOSAL OF DEBRIS AND DIRT. DRAINAGE STRUCTURES AND STORM SEWERS CONSTRUCTED AS PART OF FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL Y .T THE CONTRACTOR'S PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR AT THE CONTRACTOR'S TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE ELEVATION. THE DECISION TO REMOVE SAID * " 3. VALVES: GATE VALVES SHALL BE USED ON ALL WATERMAINS. ALL VALVES SHALL TURN W EXPENSE. NO EXTRA PAYMENT WILL BE MADE FOR CLEANING STRUCTURES OR STORM SEWERS MATERIAL AND TO WHAT EXTENT SHALL BE MADE BY THE ENGINEER WITH THE CONCURRENCE OF THE 3. POSTS: SIGN POSTS SHALL BE A HEAVY-DUTY STEEL U SHAPED CHANNEL WEIGHING 3.0 POUNDS/FOE). Q) CONSTRUCTED AS PART OF THE CONTRACTOR'S PROJECT. OWNER. SUCH AS A TYPE 8 METAL POST AS PER THE ODOT STANDARDS (OR 2-INCH PERFORATED STEEL TUBE). COUNTER-CLOCKWISE TO OPEN. VALVES SHALL BE IRON BODY RESIDENT WEDGE GALE VALVES WITH E .0BRONZE-MOUNTED SEATS AND NON-RISING STEMS CONFORMING TO AWWA C-509. THE VALVES SHALL 't 0 � 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES 5. MISCELLANEOUS. THE CONTRACTOR SHALL4. SIGNS AND POSTS SHALL B£ INSTALLED IN ACCORDANCE WITH ODOT STANDARDS HAVE MECHANICAL JOINTS N IN THE FIELD PRIOR CONSTRUCTION AND SHALL ALSO B£ RESPONSIBLE FOR THE MAINTENANCE AND 6i 5. PAVEMENT MARKINGS. ALL PAVEMENT MARKINGS IN THE PUBLIC RIGHT-OF-WAY, SUCH AS STOP LINES, 4. THE MECHANICAL JOINTS AND ALL FASTENERS ON THE VALVE BODY SHALL HAVE STAINLESS STEEL NUTS m o PRESERVATION OF THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE LOCATION OF ANY EXISTING 5.1. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER UTILITIES SHOWN ON THE PLANS. THE CONTRACTOR SHALL CALL 811 (1-800-332-2344) AND THE CITY COMPLETION OF THE UNDERGROUND IMPROVEMENTS. CENTERUNES, CROSSWALKS, AND DIRECTIONAL ARROWS, SHALL BE R£FLECTORIZED THERMOPLASTIC HOT AND BOLTS. Q _c: OF TIGARD FOR UTILITY LOCATIONS. ROLLED INTO PAVEMENT. - ° 5. VALVE VAULTS: VALVE VAULTS SHALL BE PRECAST CONCRETE STRUCTURES FIVE (5) IN DIAMETER, AS 5.2. SCARIFY, DISC, AERATE, AND COMPACT TO THE DEGREE SPECIFIED, THE UPPER TWELVE SS INCHES 6. PAVEMENT MARKINGS ON BIKE PATHS. PARKING LOT STALLS, AND SIMILAR 'LOW-WEAR" APPLICATIONS, NOTED ON THE PLANS. THE FRAME AND UD SHALL BE ACCORDING TO THE DETAIL ON THE PLANS. WITH � L 23. THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE CABLE N, PHONE. OF THE SUITABLE SUBGRADE MATERIAL IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE " ELECTRIC, GAS AND IRRIGATION SERVICES, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTENT THIS APPLIES TO CUT AREAS AS WELL AS FILL AREAS. SHALL BE PAiNT IN ACCORDANCE WITH ODOT STANDARDS. WATER EMBOSSED ON THE LID. �' SECURING SiTE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT N CROSSINGS AS REWIRED. THIS COORDINATION SHALL BE CONSIDERED INCIDENTAL TO NERAL 5.3. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE 7. COLOR' WIDTH, STYLE, AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND 6. FIRE HYDRANTS: SEE PLANS FOR APPROVED FIRE HYDRANT DETAIL FIRE HYDRANTS SHALL BE INSTALLED 0 CONTRACTOR AGREEMENT WITH THE OWNER. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION. LOCAL CODE. STANDARD PARKING SPACES SHALL BE PAINTED WHITE. WITH AN AUXILIARY VALVE AND CAST IRON VALVE BOX. FIRE HYDRANTS SHALL HAVE AUXILIARY VALVES N fn GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. WITH A HYDRANT BARREL TO VALVE BOX RESTRAINING DEVICE. THE PUMPER CONNECTION SHALL FACE N ° 5.4. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE S. THERMOPLASTIC MARKINGS SHALL BE INSTALLED WHEN THE PAVEMENT TEMPERATURE IS 55 DEGREES THE ROADWAY. > 24. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AT ALL PROPOSED UTILITY FAHRENHEIT AND RiSING. PAINT MARKINGS MAY BE INSTALLED WHEN THE AIR TEMPERATURE IS 50 a SASE COURSE MAlER1AL DEGREES FAHRENHEIT AND RISING. 7. PROVIDE AND INSTALL FOUR MEGAL.UG JOINT RESTRAINTS AT EACH JOINT FROM THE MAINLINE TEE TO CONNECTION LOCATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTiNG WORK. 6. TESTING AND FINAL ACCEPTANCE THE AUXILIARY VALVE AND BETWEEN THE AUXILIARY VALVE AND THE HYDRANT BARREL � -° 25. ANY FIELD TiLES ENCOUNTERED SHALL BE INSPECTED BY THE ENGINEER. THE DRAIN TILE SHALL BE 6.1. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM A FULLY LOADED SIX-WHEEL TANDEM AXLE TRUCK SANITARY SEWER NOTES 8. THE BREAK FLANGE AND ALL BELOW-GRADE FITTING SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. a 11 CONNECTED TO THE STORM SEWER SYSTEM AND A RECORD KEPT BY THE CONTRACTOR OF THE FOR PROOF ROLLING THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER 9. COIRPOIRATTON STOPS: CORPORATION STOPS SHALL BE BRONZE BODY KEY STOPS CONFORMING TO AWWA LOCATIONS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF AND THE BASE MATERIAL THIS SHALL BE WITNESSED BY THE ENGINEER AND THE OWMNER. (SEE 1. SANITARY SEWER PIPE: ALL SANITARY SEWER PIPE MATERIAL, SIZE AND TYPE SHALL BE INSTALLED AS v U) THE CONTRACTORS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL INDICATED ON THE UTILITY PLAN. UNLESS OTHERWISE NOTED ON THE PLANS, ALL SANITARY SEWER PIPE C-800 AND SHALL INCLUDE J' BEND, TAILPIECE, AND COMPRESSION FITTINGS. SIZE AND LOCATION AS a PAVING SPEdFlCATiON.) SHALL BE POLYVINYL CHLORIDE PLASTIC PIPE (PVC SDR-26), CONFORMING TO ASTM D2241 AND D3139 MOWN ON THE PLANS. COMPENSATION SHALL BE ALLOWED. D N 6.2. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND YM1N ELASTOMERIC GASKET JOINTS CONFORMING TO ASTM D3139. ANY CHANGES TO THE PIPE MATERIAL, 10. SERVICE BOX: PROVIDE CURB VALVE AND CURB BOX, AS INDICATED ON THE PLANS. BOX SHALL BE 0 >, c 26. ALL FRAMES AND LIDS FOR STORM AND SANITARY SEWERS. VALVE VAULT COVERS, FIRE HYDRANTS. AND REPLACED WITH SUITABLE MATERIAL OR OTHERWISE CORRECTED AND APPROVED BY THE ENGINEER. SIZE AND TYPE MUST BE APPROVED BY THE OWNER, ENGINEER AND CITY OF TIGARD PRIOR TO ORDERING <0 .7 B-BOXES ARE TO BE ADJUSTED TO MEET FINISHED GRADE. THE CONTRACTOR'S ADJUSTMENT IS TO BE MATERIALS OR INSTALLING THE PIPE. ALL SANITARY SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE EXTENSION TYPE WITH FOOT PIECE AND STATIONARY RODS FOR SIX (6) FEET OF BURY. W. J a MADE BY THE SEWER AND WATER CONTRACTOR, AND THE COST IS TO BE CONSIDERED INCIDENTAL WITH THE FOLLOWING- 0 THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL 11. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S CURRENT t _ ADJUSTMENTS AS REWIRED BY THE CITY UPON FINAL INSPECTION OF THE PROJECT. PIPE SIZE CODE PIPE MATERIAL RECOMMENDATIONS AND AWWA SPECIFICATIONS. O y ° 4" - 12' PVC POLYVINYL CHLORIDE PLASTIC PIPE SDR-26 (ASTM D2241 AND D3139) 12« BEDDING: ALL WATERMAINS SHALL BE BEDDED ON FIRM GROUND, WITH BEU.HOLES EXCAVATED SO THAT �� 27. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ONTO THE ROAD SUBGRAD£S. WHENEVER POSSIBLE, HOSES 4" - 48" DIP DUCTILE IRON PIPE, CLASS 52 (ANSI 21.51 AND AWWA C151) THE PIPE HAS AN EVEN BEDDING FOR ITS ENTIRE LENGTH. [ ' ) O cof o SHALL BE USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM, IF AVAILABLE 1i� m M DAMAGE TO THE ROAD SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION AND/OR 2. BAND-SEAL OR SIMILAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED WHEN CONNECTING SEWER PIPES OF 0 � EROSION FROM HYDRANT FLUSHING, OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM, WILL BE DISSIMILAR MATERIALS. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN 13. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED TO Z 04 .0 ° REPAIRED BY THE CONTRACTOR FLUSHING OR USING THE HYDRANT AT THE CONTRACTOR'S OWN COMBINED SEWER AREAS), REWIRES STONE BEDDING WITH STONE j4" TO 1" IN SIZE WITH MINIMUM TWELVE (12) INCHES OVER THE TOP OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION. � W 04� cn a) EXPENSE. LEAKS IN THE WATER DISTRIBUTION SYSTEM SHALL BE THE RESPONSIBILITY OF THE WATER BEDDING THICKNESS EQUAL TO X THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NO LESS THAN FOUR 14. A MINIMUM DEPTH OF COVER OF 36 INCHES SHALL BE MAINTAINED OVER THE WATER ONES. THE {n MAIN CONTRACTOR AND SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. (4) INCHES NOR MORE THAN EIGHT (8) INCHES. AS A MINIMUM, THE MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ARTICLE 00405 OF THE "STANDARD SPECIFICATIONS FOR CONSTRUCTION' OF THE MAXIMUM COVER SHALL BE EIGHT (8) FEET EXCEPT AT SPECIAL CROSSINGS AND ONLY AS DESIGNATED I O °' y 28. TRENCH BACKFILL WILL BE REQUIRED TO THE FULL DEPTH ABOVE SEWERS AND WATERMAIN WITHIN STATE OF OREGON OR ASTM C-33. ON TETE PLANS.. �O U 3 TWO (2) FEET HORIZONTAL OF PROPOSED OR EXISTING PAVEMENT. �-� 0 � 3. ALL UNSUITABLE MATERIALS SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED 15. "MEGA-LUG" RETAINER GLANDS AND THRUST BLOCKING SHALL BE INSTALLED ON WATERMAINS AT ALL V) s 29. ALL UTILITIES INSTALLED WITHIN THE ODOT RIGHT-OF-WAY SHALL BE SACKFIU.ED IN ACCORDANCE WITH WiTH COMPACTED CRUSHED GRAVEL OR STONE, AS PER ODOT STANDARDS. SENDS, FITTINGS. TEES, ELBOWS, ETC. MEGA-LUG" RESTRAINED JOINTS ARE REQUIRED ON ALL VALVES J p ai W SECTION 00405 OF THE "OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION." AND ALL FITTINGS. THE COST FOR THIS WORK SHALL BE INCIDENTAL TO THE UNIT PRICE FOR THE PIPE iY - 0 4. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR INSTALLED. Q '° 30. IF SOFT, SPONGY, OR OTHER UNSUITABLE SOLS WITH UNCONFINED COMPRESSIVE,STRENGTH LESS THAN A DISTANCE OF.TWO (2) FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL LL 0 CLD 0° � 0.5 TSF ARE ENCOUNTERED AT THE BOTTOM OF THE TRENCH, ALL SUCH MATERIAL SHAD. BE REMOVED BE BACKFILLED WITH SELECT GRANULAR BACKFILL PER ODOT STANDARDS AND THOROUGHLY 16« CLEAN WATER SERVICES AND TUALATIN VALLEY WATER DISTRICT WATERMAIN PROTECTION: T_ �, 0 AND REPLACED WITH WELL-COMPACTED. CRUSHED LIMESTONE BEDDING MATERIAL. IF ROCK IS MECHANICALLY COMPACTED IN 9-INCH THICK (LOOSE MEASUREMENT) LAYERS. JETTING WITH WATER IS 16.1. HORIZONTAL SEPARATION ~ m L ENCOUNTERED, IT SHALL BE REMOVED TO AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE NOT PERMITTED., TO ALLOW PROPER THICKNESS OF BEDDING. ANY UNDERCUTS OF TWO (2) FEET OR LESS SHALL BE SHEET NUMBER Q ° CONSIDERED INCIDENTAL TO THE CONTRACT. DEPTHS GREATER THAN TWO (2) FEET SHALL BE SUBMITTED 5. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN UNE AND 16.1.1• WATERMAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR n -0 -0 TO THE ENGINEER FOR APPROVAL PRIOR TO PROCEEDING. GRADE. PROPOSED DRAIN, STORM SEWER. SANITARY SEWER, OR SEWER SERVICES CONNECTION. c /� .nm I v V • Q N o (V w M ° In a 6C000) 70 W C Z J C71c � a �j I W co ° GENERAL CONDITIONS GENERAL CONDITIONS GENERAL CONDITIONS O a 0� T 0 04 15. Maintenance of the work area and approach roads is the responsibility of the permit holder. The to Y 1. The permit holder must comply with all applicable provisions of federal and state law, the Tigard work area and approach roads shall be maintained in a dean condition, free from obstructions and ¢n ..z Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. W Q OWa a pursuant to this permit. a 5�`2:16. The spreading of mud or debris or storage of materials or equipment of any kind upon any public E u),�> s 2. The City's standard specification for traffic control is"Manual on Uniform Traffic Control Devices For roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. ""' Of o,'r Streets and Highways", U.S. Dept.of Transportation,FHWA,current edition. The City may at any time order immediate dean-up and the stoppage of work to accomplish dean- 27. The City's Inspector may, at his discretion, require provision of tests and or reports from the permit cc =o Y 0 up. holder, the permit holders engineer or contractor to validate claims of material or construction }W oo ' 3. Traffic control shall be provided for by the contractor in accordance with the City's standard adequacy/compliance. Such tests/reports shall be provided at the permit holder's expense. Wt ° specifications and, also, in accordance with a City Qob specific)approved traffic control plan. A copy 17. Effective erosion control is required. Erosion control devices must be installed and maintained M J o of the approved traffic control plan shall be available at the work area. meeting the Clean Water Services and DEQ requirements. The City may at any time order 28. The permit holder shall provide a copy of a properly executed Release and Waiver document to the Y z to s C LLJ corrective action and stoppage of work to accomplish effective erosion control City for each ownership disturbed by construction activity, as evidence of disturbance resolution and i° w 4. Public roadway shall not be closed to traffic, at any time, without having first Obtained written owner satisfaction. 0 3 approval from the City Engineer. The permit holder is responsible for provision of timely notification 18. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & flowers, bark dust, existing signs, pavement markings, mailboxes, etc. shall be reestablished, 29. Existing monuments, property corners, and survey markers shall be protected. Replacement shall o Rescue)and to Tri-Met and Tigard School District and other service providers. reinstalled or replaced,with like kind and material. be at the permit holders expense. o •U 5. Advance warning of imminent traffic disruption shall be provided to the general motoring public by 19. Effective drainage control is required. Drainage shall be controlled within the work site and shall be 30. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt Q placement of an advance notification sign at each end of the construction area 72 hours(min.)before so routed that adjacent private property, public property and the receiving system is not adversely have been placed. initiation of construction work. impacted. The City may at any time order corrective action and stoppage of work to accomplish ° effective drainage control. `n 0 6. Access to existing properties shall be maintained at all times, including normal delivery service and 31. The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency mail service and if not,shall be cause for work stoppage until effective access is established. 20. Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules telephone number of two(2) persons who have authority to resolve problems,take corrective action j are set forth in OAR 952-001-0010 through OAR 952-001-0080. Copies of said rules may be and,in general,will be responsible in case of any emergency. The permit holder shall notify the City 1 N E 7. Traffic control devices,flag persons, etc., shall be in place prior to initiation of construction work and obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact Inspector, in writing,of any/all assignment changes. `- T shall be effectively maintained. the Center. NOTE: Damage to utilities shall be corrected at the permit holders expense. 4 32. The permit holder shall cause his contractor to provide to the City Inspector, in writing,the name and 0 8. Pursuant to Tigard Municipal Code Section 7.40.180,work is permitted between the hours of 7:00 21. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to 24 hour emergency telephone number of a designated "Competent Person" responsible for o a.m.to 7:00 p.m.daily unless otherwise authorized by the City Manager. No work is allowed start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation construction safety as per OR-OSHA, Chap.437, Div. 3 Construction, Sub-division P- Excavations. o between the hours of 7pm to lam every day of the week. No work is permitted at any time of day on of facilities be necessary, it shall be done at the permit holders expense. Changes must be The contractor shall notify the City Inspector of any/all assignment changes. a holidays.Holiday schedule of construction moratorium. approved by the City in advance of work performance. Contractor shall coordinate the work with ° affected utility agencies. 33. It is the sole responsibility Of the permit holder to provide for proper right-of-entry and/or easements cn 9. Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.-3:00 p.m.unless prior to starting work. Proof Of right-of-entry or properly executed easements, shall be provided to z z C authorized by the City Engineer. No work will be permitted on collector and arterial roads between 22. A temporary hard-surface patch(Cold mix A.C. or Hot Mix base paving) shall be placed on trenches the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or o w 3:30 p.m.and 9:00 a.m. unless authorized by the City Engineer. within roadways at the end of each days work. No trench, on site or off-site, shall be left at any time provide for proof of right-of-entry or easements. z .E in an un-safe condition. The permit holder is responsible for and is liable for hazards or damage o O 10. Minimum travel lane width shall be twelve(121 feet; pedestrian travel shall also be provided for. resulting from the prosecution of the work. 34. Before placement of asphalt, the permit holder shall dean and complete a pre-acceptance video in o inspection of all new sewer lines. The permit holder shall provide the City with 30 days of notice for Z ►�- w In -J 11. The City reserves the right to add to or modify traffic control requirements as may be necessary to 23. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as the video inspection. Any deficiencies shall be repaired before placement of final lift. o 0� effectively control traffic and to assure public safety. may be necessary, in the City Inspector's opinion, to overcome deterioration or damage which 0 3 occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the 35. (PRIVATE SYSTEMS) The Developer shall maintain the water quality facility and correct any Ch w 12. Before initiating any construction activity, the permit holder shall be contacted by the City's private permit holders expense. defective work, and shall perform all scheduled maintenance to assure proper functioning of the o °' development inspector, (5031639-4171) to establish a place, time, and date for a preconstruction facility. o � 3 meeting. 24. One as-built drawing showing all new public improvements, including any revision made to the w cn previously approved construction plans and, also, any improvement which may impact an existing 36. (PUBLIC SYSTEMS) The Developer shall create and provide to the City a schedule for periodic V) W o 13. The permit holder or his contractor shall notify the City`s Inspector, at public system or facility, shall be provided to the City by a registered civil engineer along with an (quarterly) maintenance of the water quality facility. The Developer shall maintain said facility for a V) X 0 503/639-4171 twenty-four (24) hours prior to commencing work,twenty-four(24) hours prior to any engineers certification of installation compliance(form attached). period of three (3) years from the date of City Conditional Acceptance of the public improvements. N o ° staged inspection and after completing work covered by the permit. On October 1 of each year during this three(3)years period,the Developer shall report, in writing, z 25. A sewer system air-test and (V.H.S.)T.V.test report and one set of blueline"As-Builts" (of either or maintenance activities to the Director of Public Works. City crews should monitor proper removal 0 14. A copy of the permit and all attachments, and a copy of the approved construction plan and all both the storm and sanitary sewer systems) shall be required by the City for review and approval and disposal of silt and debris. Prior to City final acceptance of the facility, the Developer shall LSIof 0 C amendments shall be available at the work area. All work shall conform to the permit terms, prior to connection of any buildings to the sewer system. provide a written evaluation of the operation and maintenance needs of the facility and correct any 0 a-, az z conditions and provisions and to the City approved permit plans, and approved plan amendments deficiencies identified in the evaluation. o v and to the City`s standards and specifications and to these General Conditions. Changes to any of 26. The permit holders Engineer/Inspector shall submit daily inspection reports,on a weekly basis,to the (r i'`j- m V) v the aforesaid must be approved by the City,in advance of work performance. City's Inspector. (see Developer-Engineer Agreement Note#5.) Revision 06/05/2014 a- a o Q a m o < co d- z z w 4 dowmeMl = J 3 U / a PAGE 1 of 3 PAGE 2 of 3 PAGE 3 of 3 E Y ¢ (n a w In a Cr U U � c ° ��vD PROFFS Q) m g� ENGINEER S/ Q) / ry 4 O o B oOREGON 2834 TI 3 27 3/B` <`CR J 5 o v SEE STD. DRAWING NO. 400 3EXIPRES:O6/30/2015 " 0 i FOR FRAME AND GRATE A A L 0)° l I �. A A, w j ° 1/4• 2 EACH"END > ° WALL SECTION AND •;~ FLOW w INTERIOR DIMENSIONSJ 2 1/2•x 1/r 32 1/2• Q c Q: MAXIMUM WATER SURFACE ELEVATION SQ.MOE FAT BAR � 0 IN ACCORDANCE WiTH sssssssssss� STD. DWG 390 3" MINIMUM MHEN USED WITH EXTEM DRY POND a FRAME; GRATE PER ! '' tet {ir OEP 3•x 2 1/2•x 1/4• SECTION A--A / STD. DWG 400 a' 2 SWALE BOTTOM a TYP. ANOLE3/j .: POND BOTTDM 3/1B' i E a .w .4'•5' i•Y •.4 STORM SEWER OUT ..,� , / , r,,- PLAN �y a PLATE AND " :.d /,I� �,.�\�!\ ! PLAN ° GUIDE SEE !'' ��Ci,I ;' 00171 171177 ••V o , ., N. V. ANCHOR TO WALL MATH FINISH GRADE MAX 30' FLOW INVERT DRAWING NO. 730 .a .4 'c► STAINLESS STEEL RISER 'Q` V Q, .j A ►: CLAMP OR 2" MIN. STAINLESS 1P . 0 : _V '•' 1 1/2- 1 1/2- STEEL BAND AND STAINLESS " O o •'• STEEL ANCHORS. MINIMUM OF i;1 • 'V •• 60" N +� 7 ai 2 PLACES. r<• 2" MIN. 2" MIN. MAXIMUM B" FOR POURED IN 21" Cn o d MAX. 'O PACE -CD MAX. 5" "TTM o B B P �' +j� REINFORCEMENT ° a Q o.t •Q : FOR PRE CAST •• SECTION B-B ° � • SECTION A•-A :o �' su�IP :o " v 18" UMPL 0 � CLAMP DETAIL Z n }" SELF TAPPING CONCRETE • , d c} ANCHORS, PHILLIPS 5-12 OR . '4 :e,4•• 6" ..� a .� a•' .Q Z - APPROVED EQUAL :, '`'• •' ', 2 1/2"x 1/4" SO. EDGE FLAT BAR ¢ X 1- " STAINLESS STEEL TYP. GRATE BAR (17 EA.) T Cn BOLT. --.• 6" 24" 6" •�- -� 6" 27 3/8" 6" 32 31 1/4- 0 SECTION A--A SECTION B--B 3/16" 4 TYP. v a NOTES: 1 1111111111111 11Q NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 1. CONNECTING PIPE AND TEE SHALL BE 4", 6", OR 8" AWWA C-900 OR ASTM 3034 PVC,AND 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. ONE SIZE LARGER THAN THE ORIFICE OPENING. 2 f 2" x 3X Q O ° 2. MAXIMUM ORIFICE OPENING SHALL BE 6" DIAMETER. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED SQ. EDGE FLAT BAR 3" C. TO C. ° 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO. 390 DITCH INLET. WIRE MEETING ASTM A497 J 0 � 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO. 400, DITCH INLET FRAME 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND PLAN Y o AND GRATE. SLUMP OF 2" TO 4". C 7 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10' OF CENTER OF BOTH STRUCTURES. 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T, TYPE G-2 CATCH BASIN DESIGN WITH DITCH NOTE: I7 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. RAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. m r� INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S.CWS a) C STANDARDS AS SHOWN ON DETAIL #400 s.�s■ W N Q) V DITCH INLET s y OUTFLOW CONTROL " of 3 STRUCTURE aeanWatler Services DITCH INLET FRAME AND GRATE aeanWaber Services V O Q� s our commitment is clear. aeanWat�er Services REVISED 12-06 Our commitment is clear. DRAWING NO, 720 REVISED 11-06 DRAWING NO. 400 ai Our commitment is clear. Iz o REVISED 05-07 DRAWING NO. 390 C-0 Q ° LL 00 ry a m E D SHEET NUMBER Q) a C1 ° ■ ..._.._ .._ _- N a N Q Lo m U (0 0) CD Z J S y , -I q ,ec ray : �f4fFaz o oIN �� (n W BOUNDARY RESOLUTION SURVEY MONUMENT INFORMATION EXCEPTIONS ExcE!PTTON NUMBER PER COMMITI�NT FOR nu 1N5URANCE � LLJ a4 o 217 t� N 10 I- K �([� =.r „�-4 � 5 €i�; rncsll� as o Q ¢ U)� Y V �: ,` :. THE.PRQP,fDRTY.:B£1NG.SIIRVEYEQ IS-A,LEASE.AREA:`MAT:IS:A.PO1Tt�i OF THE.PROPFRTY:DESCRIBED:AS Tf{E.P.R�?ERTY.DE5CR6?TI(8!'AND GE�tERAL.EXCiPTIONS:ARE.PEti:THE.COl1iNITMEhfT.F.ORrTITLE.iNSURANCE.REPORr:WITH:aN EFFECTfVE- L �iENCD . ... 3 ..� .t ,,. ..�,�,`�...,., tt �� �}. N ,. 900. 5.8, IRON ROD. ALUMINUM,CAP IU,EGIB HELD. .. .. � '' . ,; _ '�, .,r k. „: � >_. I T RARt1.2IN.DEED TO,EWING RiRIGA PRO U �•. 1 ' Ahl R Y ICAGO'TITLE, RANCE.COMPANY:DTH r N ! N ..2140012 AN tACAI .NO,.. ° TION D CTS,INC.E�CORDED AS DOCUMENT NUMBER 2011. 028732,' DATE OF JANUARY 6r 2014 8.fK1 REPARED B CN INSU O. 9 D � '. � �,` � �� I°=� -„,">��`��; �'.o.a. � I � �p WASHINGTON COUNTY-DEED:RECORDS.. 47251�4514600TO--CTOR.. THE,REPORT,WAS ISSUED:ON FEBRUARY, 2014.. �.. .';. ;^�� � a>” a;�°�; ��`�-�..�, � U ' BENT 5/8"IRON"ROD WIIH;NO CAP,.fIED?AT BEND;;BEARS'N35Z6'OS"W:'0.11` SANfTARY<'SEW' R`:MANHOLE' : cR �1 ¢ ..z THE: v u:.o, x 0' 13ASIS'OFwBEARWM'FOR'THE SURVEY'IS'THE'NORTH:UNEP.OF"•i "PROPERTY'HOLDING'FOUND;A4{XKIMENTS f At,EXt PTIONS I'-5'ARE:NOT."PLOTTA6IE. ;I �1 "_ O w STORM,SEWIR.CAIT:H,BAS6V ®` :; ,.v ¢_ c p ¢O AND.(100TH.TTE: R AP,- _N :P, A Q I— BEARIFIG:<PER,SURVEY:NUMBER:29506;WASINIGT�t:COUNIY.SlX2VEY:}RECORDS:,. INE: 102' 5.8; IRON. OD 1'ltTFt<NO C BEARS,530 Si:44"W.Q37' CIRIC:ITEMS:AND;•EXCET!TIONS:6;AND 1O-.zOT LOTT BLE t��r �`n 1 NORTHWEST:CORNER: THE:PROPERTY=WAS E5TA8USHEQ`t#Y:HOLDING ;FIE RECORD'DIST NCE,'IN THE; FOUND PROPERTY.CORtIER.MONU1dfM. tM , ., " " oZ 04;.r.> ¢ R . <: (/)0 , .. t- _ D1CR 'Tt11.OE P7E ARLTL.t:FRLW1 TNE.MONUMENT,AT 4;, SOUTH:LWE. .P. :2.WA T TH. THE.STATE.OF2EGON BY:AND THROUGH.ITS STA1E-HIGHWAY COMMISSION . ., . s .r THE OF ARM SES ABLISIIED 10 5/8. IRON`ROD WITH:YELLOW.PLASTIC.CAP STAMPED. MARX.ASSOC..,:HELD 7, . UNITED.ACCESS AS SET.F(TR IN DEED TO .. _ ..,.to„, ..r W., Z u� AS 20 FEET,N tTHEI Y,' T;UNE FRS:INE:SOUIN UNE OF-PARCEL_T 1411ICH=WAS:ESTABLISHED BY` RIGHT-OF-WAY.UNE: ----� - - - -- — h kyr , a,:� I: v,.�.. .� w HOLDING•THE:.FOUND'MONUMENT-AT(MAND,THE.CALCULATED 1OCATION FOR'THE•DESTROYED�MONUMENTAT 1TECORDING GATE' ,WINE 8..1961, �, -- ;� _,;,'': y,� 104, 5/8 IRON ROD WITH YELLOW PLASTIC.CAP STAMPED"MARX HELD: BOUNDARY'LINE=; z k.. YEYED ,, � ¢.ao /r'� = p I - Q00 DET:D,DISTANCE WAS-HELD.F? :THE”-'SOUTH':UNE:M'ESTABUSH�DHE:SOIJHWEg-ODRNER'.OF:' RECORDING"N0: BOOK'445,..PAGE:124. '" r :,. w I: .. n 1 P.AR(ki,2, THE_lii IT. WAYOF;1HE BEAVERTON TIGARD:HIGHWAY;FROITAGE.ROAD)WAS.ESTABUSHED: PROPERTY, $' " RQPERTY '� W 200 CALCULATED.:LOCATION:OF 3 4; IRON;PIP '.AS SHOhVAt:ON.SURVEY;NUMBFR:29277:HELD: UNE o a. > � Q / E,. x,.. ,., r :, s w SIN > } ;. r ,�.,.., , rtS; U G THE,RIGHT�OF,"WAYSURYEYS RECORDED AS'SURVEY<NUMBER.26;5O2.AND.29.277.. RECORD' !#tVEY0R5-NOTE..THE.ACCESS RESTRICTIONS'FROhI THIS QOCUMENT DO NOT.IMPACT:THE�SURVEYED'PRtX?ERTY BECAUSE,OF INE. .� : ;. ,., ;,q <:. �• �. J I 3 NF M 1 OR ATION WAS tfELD FROM THOSE_SURVkYS L1SWG 1HE.MONUMENTE AT AS.A.BASIS:AND,ROTATING,THE, t A 8. ---- z , pp: w J J O ADDITIONAL.,RIGHT-1� WAY,THAT WAS DEDICATE.PER EXCEPTION CENTERUNE. INFORMATION'TO•THE;MONUMENT'AT Q. THE:FALLINGS:TT).TTiE:MONUMIINT:ATIAND:1 )CNECKED;YHELL. 0. �» z � r . -.--------------.—.-----.------_, f=r::; .,. j _ WITH.IHO ,SURVEYS.. THE"REMAINDER.OF THE.LEASE_BOUNDARY.WAS MAPPED.USING.THE,PROPERTY THE:STATE.' OREGON BY AND THROUGH,ITS STATE:HIGHWAY:COMMISSION EASEMENT= .:.<_, z: ° DESCRIPTION \c?/ LIMITED,ACCESS ASSET;FORTH IN DEED TO STS , Lo LLJ EDGE:'OF"RA1tEMMENT: Of Q z0 REWROiNGDATE: OCTOBER 28;.1964 ° RECORDING NO.t BOOK`5281:PAGE:,212: _ POTENTIAL. ENCROACHMENTS FEAICE;IJNfa o N : - o 1HiS.DOCUMffT,DEDICATED RIGHT WYAY.ttt THE.STATE..OF OREGON AND RESTRICTS ACCESS TO THAT:PROPERTY sne---- -. --. —snr •, :: ; : � ,. _ STORM .......... ,..,.._-.... .6 TALL.CYCLONE,FEN ,EXTENDS ONT E_ R PROPERTY AR. ' THE CE 0TH SU VEYED OPER NE THE SOUTHWEST .: -> r, •' k °. ::_ ""`W. I1��.. � o THAT.WASrtDIGATED BY:THE..DO(AlMENT.. IT.ALSO INOICAiIS THAT THE.PR( ERTY.IS ENTITLED TO REASONABLE..ACCE5S,T0 THE ` , 3 t,: nS ►+5 . CORNER;AND`ALONGs'TNE:NORTH:LWEiAS SHOWN;. - _ . _ �. , ° FRONTAGE:ROADCONSTRUCTTA;BY:THE:STAIE,HIGHWAY,COMMISSI( 1 AND.SHOWN ON.THIS.MAP.. AGCFSS.:15..11RSUANT;TO FILING AN SANITARY,S1ViER,lit + ++ I 's. ' co APPLICATION'.WWTH'THE:STATE.ANA.•APPLICABLE:STATURES AND,REGULATIONS,_ , � a PROPERTY DESCRIPTION ' Q � A f2 FOOT.HIGH KEYSTONE:RETAINING WALL IS-BUILT ON THE.SURVEYED PROPERTY SHOWN. A2 2 t THE:WALL IS LOCATED TO THE:NORTH OF THE FENCE: AND SUPPORTS THE.GROUND TO THE EASEMENT(S)FOR DHE PUIIPtT5E(5) SHOW9J BELOW AND RIGHTS INGQENTAL,THERETO;AS GRANTED IN A DOCUMENT: A PORTION OF THAT PROPERTY DESCRIBED AS PARCEL'_2_IN DEED TO EWING IRRIGATION PRODUCTS, INC. ° NORTH:. THE..TOP.BACK OF THE.WALL-IS.LOCATED;MORE-OR:LESS:ON THE.PROPERTY:UNE.. IT IS RECORDED AS`OOCUMENT�NUMBER":20114-028732;WASHINGTON`COUNTY.DEED RECORDS„LOCATT IN'THE: GRANTED TO:: " CR OF'TIGARD Ld E NORTHWEST DIE-QUARTER OF SECTION,35;TOWNSHIP 1 SOUTH;RANGE'1 WEST, WILLAMETTE MERIDIAN.'CITY UNKNOWN N BUILT:THE:WALL; BUT IT PROYiDES'SUPP{XtT FOR:THE"ASPHALT PARKING LOT PURPOSE: STORM.DRAINAGE: VICINITY M A P ° LOCATE{)ON,THE NORTHERLY:ADJOINER.. N _ OF IGARD WASHINGTON COUNTY OREGON AND,BEING;MORE'PARTICUL`AM1,DESCRIBED`AS�FOLLOWS1 IECORDINGxDAlE:: APRIL 21 1989' N ¢ RECORDING NO- 89-017698 NOT TO SCALE I � BEGINNING'AT!A•.5/B:INCH• : 1:ROD;LOCATED.SAT THE NORTHEAST CORNER-OF•SM,-PARCEL.2;:SAID:POINT; AFFECTS:': WESiERLN 7.'5-,FEET+'OF"SU-MOTiPROPERTY�' L, O- 13EARWG SOUTH:8931'08" EAST.537:72:FEET:FROM.A.5/8_IN{2i:IR{Xd:R�•LOCATED:AT THI~NORTHVEST. U, U Y CORNER_OFPkM,1 OF SAID EW ING IRRIGATION PRODUCTS;'ENC..PROPERTY,AND'ALSD'BEWG LOCATED SON Ld - THE°WESTERLY::RIGHT-O WAY.LINE OF'BEAVERTON-�TTGARD HIGHWAY;FRONTAGU ROAD,(30 FEET:FROM:THE: d` c CENTERLINE`THEREOF WHEN'MEASURED"AT"RIGHT ANGLES};"THENCE:ALONG1ND W�RLY.'RIGHT=-OFWAY ` `�..��; UNE,.,SOUTH:35x6'05'EAST:122«18,FEE'1,�THENCE:L.EAVING:SAID WESTERLY,RIGHT-OF=-WAY.LINE;,SOUTH UTILITY STATEMENT t— o a 5433'55'WEST5006:FEET;'TNENCE:'NORTH:89`51'W WEST:267.90 FEET,TO A.POINT:ON.THE:'4EST.'UNE THE i NDERGROUND U11LIWS:SHOWN HAVE::BEEN LOCATED:FROM:FIELD SU�VEY:WfORMAIION AND:EXISTINGDRAVANGS,. THE:SURVEYOR:MAKES ° OF`SAIQ=PARCET.2;:THENCE°=AL 1G SAID:tY 5T:LREE N0R111.00t1521< EAST>i2850:FE11:`TO,THE: NO.GUARANTEE'THAT:'TEE'UNDERGROUND'UTIUDES•SHOWN'CDUPRISE'ALL'StICN'UTIUinES-IN'THE`AREA,EITHERlN'SERVICE-OR`ABANDONED. THE: Z `� o NORTHWESC CORNER OF SAID PARCEL.2;:THENCE,ALONG THE-NORTH U1E.OF SAID PARCEL.2,,SOUTH SURVEYOR SURTHER.DOES NOT.WARRANT,THAT.THE.UNOEROROUND,UTILITIES SHOWN ARE.IN.THE.EXACT,LOCATION,INDICATED.ALTHOUGH.HE.DOES. -° 89`51'08°EAST 237.65 FEET:TO'THE_POINT:OF BEGINN1%-_' CERTIFY.THAT:THEY.ARE:LOCATED AS ACCURATELY,"AS POSSII� ,FROM.INFORMATION AVAILABLE:. THE.SURVLYOR:HAS NOT:PHYSICALLY.LOCATED ISI o THE UNDERGROUND U11JI : 1HE.BAS}S'OF'BEARINGS FOR'.THIS:DESCRIPTION IS TTIE:NORTH:LINE:�SAID PARCEL.t.AND.PARCEL 2, h- �- C-) O 0 HOLDING THE.RECORD BEARING:PER SURVEY NUMBER 29,506, WASHINGTON COUNTY:SURVEY RECORDS.. U U cn DOC. NO 88-017318 F—' Imo— o 0 I I UNIVERSUS . U c Ln TAX LOT 3300 \ t— LI o 'w i I ASPHALT 2 MAP 1S-1-35BA 1" _ 2O F U _ 3 24'CMP IE OUT (S) 163.19' I ! 36' CMP IE OUT(S) = 163.29' +2' TALL KEYSTONE RETAINING WALL W < O 104 S89'51'08"E 3 .07' ! ! �� cJ �I+ �I iS . ASPHALT 100 SB9"5108 E 237.65 -- NOT TO SCALE 2O' 1 '" A22 1,2' 2 L1' 1.r ~� NOTES cn w E 6,5' WIDE X IS TALL I � ' " `' � \ 1)THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON SEPTEMBER 26, 2013, AND FIELD VERIFIED ON FEBRUARY 12, 2014. > o BOX CULVERT r t3 6' CYCLtXEE FENCE �. A PARCEL 2 ```` �� D -D LE. = 161.20' i ¢ \ 2) ELEVATIONS AND CONTOURS ARE BASED ON WASHINGTON COUNTY BENCHMARK NUMBER 443. THE BENCHMARK IS A BRASS z cn DOC. NO. 2011-028732 \ T PARCEL 1 ! z r DISK STAMPED W 671 1976 LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE OF SW GREENBURG ROAD OVER STATE "' ti I ; / E NG IRIGA�dN PRODUCTS, INC. '< l ` HIGHWAY 217. IT HAS AN ELEVATION OF 200.03 FEET ON THE NGVD 1929 DATUM, n Df � 0 o DOC. NO. 2011--028732 I a ! \ .A Lu J J 7) Q IMNG IRRIGATION PRODUCTS, INC, ! -' I TAX LOT 800 \ c9� 3)THE UNDERGROUND UTILITIES ARE BASED ON THE MARKINGS PER LOCATE TICKET NUMBER 13200323. w OOf x Z 0- � TAX LOT 700 1 �``, MAP 1 S--1-35BB \\ �yo �' ' -�7 o o Lu `- Z o 4)THE PROPERTY ADDRESS IS 10655 SW GREENBURG ROAD. G) F- >- r - MRP 15-1-35BB I gg \ � Q N cn m ,_ m v ` ASPHALT ( 7,50' GRAVEL �E'i l \ �`� 1; }t �y 5) RIGHT-OF-WAY WIDTHS ARE BASED ON THE ASSESSOR'S MAP AND MULTIPLE RECORDED SURVEYS. Q Q w m o a I i STORM DRAINAGE d- \ '�' r'0 �"- _ J V a r EASEMENT GRAVEL LEASE AREA - -}35,540 SQ« FT /�' 6) THE SURVEYED PROPERTY IS DESCRIBED IN A LEASE AGREEMENT, AND IS A PORTION OF TAX LOT 800. THE GROSS AREA OF Y ¢ (n ¢ w € I ! "NO BUILDINGS EXISTING ON THE SURVEYED �ROPERTY" ` \ THE LEASE PROPERTY IS 35.540 SQUARE FEET, MORE OR LESS. V w = y (n V I "' r ``' �G' f 7)THERE ARE NO STRIPPED PARKING SPACES ON THE SURVEYED PROPERTY. o r \� G_ o I r , \ \ `�y� 8) THE SURVEYED PROPERTY HAS NO CURRENT PHYSICAL VEHICULAR ACCESS TO THE PUBLIC RIGHT-OF-WAY OF BEAVERTON - p PROF I it (> In ' -- -- -- `� \ \ � � - J� TIGARD HIGHWAY FRONTAGE ROAD. SEE EXCEPTION 8 FOR DETAILS ON ACCESS RESTRICTIONS TO THE FRONTAGE ROAD, co �a�G I NPR ss/O � I ; \ 1 `` - ` \ \ \ 9) THE PROPERTY IS SHOWN ON THE CITY OF TIGARD FEMA MAP WITH A PANEL NUMBER OF 4102760509C HAVING A REVISED � e66s�P y DATE OF FEBRUARY 18, 2005. THE MAP DEFINES THE SUBJECT PROPERTY AS BEING IN ZONE X 'AREAS DETERMINED TO BE OUTSIDE THE 02%ANNUAL CHANCE FLOOD PLAIN'. / I ' �'`" - _ __ `�_ `'�j \ �� i.� 11 TTiE SUB�CT PROPERTY iS ZONEQ MUC{MIXED USE COMMERgAL BY THE CITY OF TIGARD. PER TABLE 18.520.2 OF THE OREGON EDGE OF ASPHALT �/r� � _ 52�' �` \ �,1 "�' COMMERCIAL DEVELOPMENT STANDARDS FOUND ON THE CITY OF TIGARD WEB SITE, THE FOLLOWING RESTRICTIONS APPLY.- I- PPLY: 0 3 ! r 6' CYCLONE FENCE ' �` t�3 ` ' MINIMUM LOT SIZE: NONE ,"�' SFR J . MINIMUM LOT WIDTH: NONE EXIPRES:06/30/2015 j r 7«2' 8.2' ~`,- -. _ `y P9.2' ASPHALT \` f \ ��` �t MINIMUM SETBACKS: 0 FEET ALL YARDS �� MINIMUM BUILDING HEIGHT: 2 STORIES 3 ( i ASPHALT -�7 MAXIMUM BUILDING HEIGHT: 200 FEET / 07` 12' CONC CULVERT MAXIMUM SITE COVERAGE: 85%OF SITE ° EXISTING r ., , �� IE IN (NW) = 164.24" MINIMUM LANDSCAPE REQUIREMENT: 15%OF 511E BUILDING N8951 W 267.9D' -- \ `sV EE OUT(SE) = 163.82' MINEMUM FLOOR AREA RATIO 1.25 ! \1 , MINIMUM RESIDENTIAL DENSITY: 50 UNITS/ACRE -'165-" MAXIMUM RESIDENTIAL DENSITY: NONE of �` LEASE BOUNDARY `�• \ w I '' NOTE. THE INSURER DID NOT PROVIDE ANY ZONING INFORMATION. ADDITIONAL REQUIREMENTS AND RESTRICTIONS MAY APPLY. °' °Q i ,ro i ASPHALT \ / I ° ' ASN LYNCH STELE CATCH BASIN ---165--' 1 o w H LYNCH STYLE CATCH B4 \ 1 0 °Q ( 1 i RIM = 164.52' RIM = 163.66' .�-'- �• ,/ \\ �'1 r6■6. ♦^ o s PARCEL 2 \ Q v J ! DOC. NO. 2011--028732 \ SURVEYOR'S CERTIFICATION LL > / EWINGIRRIGATION PRODUCTS, INC. 101 y w E r �/ O ° I TAX LOT 800 \ i TO SKYGROUP INVESTMENTS, LLC, JPMORGAN CHASE BANK, N.A.. AS ADMINISTRATIVE AGENT, AND ITS SUCCESSORS AND 1 8 r7 ! i ASSIGNS IN SIKH CAPACITY. EWING IRRIGATION PRODUCTS, INC.,A NEVADA CORPORATION AND CHICAGO ITTLE WSURANCE AvnHH NO- ASSIGNS 00 ! MAP 1 S-1-35BB \ COMPANY: S AS NOTED O .s ; (NOT A PART) 4 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH DRAWING A BY LD2004 < THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND O rn 1 � DRAWN BY: CDW r ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 6(o), 6(b), 7(a), 8, 9, 11(o) AND 11(b) OF TABLE A J 1 <- i r THEREOF. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 26, 2013, AND VERIFIED FEBRUARY 12, 2014. CHECKED BY: CHS Ln EXISTING BUILDING tT I C., � �(� / PREPARED FOR: CIN / ,{ 2-!O/ua r7�2C�t� EWING IRRIGATION PRODUCTS N 6 1 " DATE OF MAP 3441 E HARBOUR DRIVE PHOENIX, AZ 85034 ° I - E J CLINTON H. STUBBS JR. o � / ' OREGON P.L.S.NO. 55469 REVISIONS: N - C E 1 r INITIAL RELEASE: FEB. 13, 2014 N r N � * ! O a N -° 58949'34`E 370.02' ` REGISTERED PARCEL 1 IANDFSURVVEYOR 0 Q) DOC. NO. 2011-028732 TAX LOT 700 20.00' Ct oma'' L 143 58949'34'E 659.17' EWING IRRIGATION PRODUCTS, INC. MAP 1S-1-35BB L-1.14' `� ��, , 200 j o EGO a t MUM 15,zoo � a J JQr CLINTONH. STSBBS JR. 0 a TAX LOT 202 RENEWAL DATE: 06/30/14 Y ° MAP 1S-1--35BC j !� Q CD CURVE TABLE ' { cn CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD / / l JOB NUMBER (D m r7 � C1 1,14' 130.00' O'WO3" S3O36'43'W of '��VE7 Z N V8 _c o C2 81.00' 70.00' 6617'49' N021 TIO'W 76.55 W i,- Cn C3 115.71' 100.00' 66'17'49' N0217'10'W 109.36' SHEET of Cn U 3 SHEET � � o c o J L0 [if LL o m E o0 -v) SHEET NUMBER a � U • C U Q) TAX LOT 202 SANITARY MANHOLE ,� N MAP 1S--1--35BC RIM = 167.20' •' � Q A ox cuLVER LOW LINE 8" = 161,9' NORTH OUT (S) = 163.19' +2' TALL KEYSTONE RETAINING WALL I W OUT SE •�-5 Z -i`t e- 36 CMF' IE OUT S = 163.29 )_ { ) _rn o REMOVALRETAINING WALL K 564 L= C r �� N _ _ X- x ' O O r GRAPHIC SCALE IN FEET c n 0 Y C 564 LF 0 10 20 40 W Q o w Q t ° �.5 WIDE X 3.3 TALL ? _ Z w o BOX CULVERT \� t Q o ia I.E. = 161.20' (if o Uj o,� f \ cz oQ 0 1 Of 00 w \ DEMOLITION NOTES W ,4 w FENCE REMOVAL C & � j n 564 LF > �' \ � \ Y Z u, rz w 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING o <z s \i \ �^ NQO (�} STRUCTURES, RELATED UTILITIES, PAVING, AND ANY OTHER EXISTING _ N ASPHALT IMPROVEMENTS AS NOTED. @ o w I LI \ }, 2. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND i / OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION o STOR SEW R A \ \ �j OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. CE REMOVAL 564 L /f I�j 3. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO �_ E I /mss AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE I I I w \ E � ; CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD rn o Q SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES o T + Ln \ ♦ � y ' �� OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. Ni I I E ! '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'' . .'. .'.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ......'.'.'. ... .. .'.'.'.'.'.'.'' . .'.'.'.'.... ' '.'.'.'. LOCATION OF SAWCUT TO BE DETERMINED co .. . . .. . . ... . .. .... .. .. .. . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . ... ... ....... . .. . . .. . . .. . . .. . . \ BY CONTRACTOR (SEE NOTE #14) { 4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR Y. .'.'.'.'.'. .. .'.'.'.'.'.'.'.'.'.'.'.'.'. .. .. . .'.'.'.'.'.'.'.'.'. . .. . . . .'.'.'. ... .. . . .. . . .. . . .. . . .. . . .......... . ... . . .. . . .. . . .. : : :: : �.a �r� •••� T .\ \ G� ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON ° .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ..'.'.'.'.'.'.'.'.'.'.'.'.. . . .'.'.'.'.'.'.'.'. c', \ RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, "' " ' . t `✓ /� MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED �r UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE a ••••••• •• ' APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION ... . . .. . . .. . . .. .. . . .. . . .. . .... ............ ..'.'.'. . ' . . .. . .. .'. .... ..... .'.'.. . . ..'. . .. . . .. . ... . . .. . . ..'.'. .. . .'.'.'. . .. . .'.'. . . ...'.'.. ....'.......'.'.'.'.'.'. -; _ o .. .................. .. .. ... . .': . . ... . .. . . .. . . . ...........':'......'.'. .. . . .. . .' ' .. .... ........... . .. . . .. . . ....... . ... . .. . . .. . . . .. . . .. . . . . . . .. ... \ �j .. .................... .... ...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. .. .'. ..'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . .. ... . . .. . . .. . ... ...... ..........'.'.'.'.'.'. .. . ..'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'. .'.... "!/ ° I F- t- s ° ..�. .'. .'. . .... ... .... . .. . . .. . . .. . . .. .. .. ............ .. ... . .. . . .. .... . . .. . . . .. . . . ..... . . .. . . .. . . ...':'.. .'.'.'. . ... ..':'...',': E .'. . . .. ., ...'. - /�` � 5. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE o �i ADJACENT PROPERTY OWNER'S TRAFFIC F O w w . .. ... .... ... . . .. . . .. . . .. . . .. . . .. . ........... .. .. . . .. . . .. ..... . ... . . .. . . . . . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . ... . ... .... . .. . LOW, THE CONTRACTOR SHALL \ ,� _ o . ... .... ... ... . . .. . . .. . . .. . . .. .. .. . ... . . . . . ... . . . :.'.'..':'. .'. A C> ` COORDINATE WITH ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON H . .. . ASPH.ALT. . .. . . . . . . . . . . .. . . .. . . .. . . .. . .... . .. . . . . . . .. . . ... . ... .. U .. . . .. . . . .. . . .. . . . . . . . .. . . TRAFFIC FLOW. TEMPORARY E- cn ° . . . .. . . .. . . .. . . ... . . .. ... . . . . . . . . . . . .. . . . . . . .. .. . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. .'. \ R ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED D O O .... . . .. . . . .. . . .. . . .. . . .. . . .. . . ... . .. .. .. .... . . .. . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . .. . . .. . ... .. . .. . . .. . . .. . . .. . . .. . . . . . . .. . . .. . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . ... . .. .. .. . . .. . . .. . . . BY USING ODOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. � U U O ° . . ... . .. . ... . ... . . .. . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . .. :. .. . . .. . . .. . . .. . . . . ..... ... . . .. . . . .. . . . . . . . . . .. . . .. . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . : .. . . .. . . .. . . 7 \ TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. s : .. . . .. . L cn >-- >- Dc0 . . . . . .. . . .. . . .. . ... . . ... . .. . . .. . . .. . . .. .. .... .. . . . .. . . . . . . . . . .. . . .. . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . . . . .. . . .. . . .. . . .. . . .. . . .. . . . .. . .. . ... . . .. . . .. . . .. . . . .. . . .. . ....... . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . .. . . .. . . .. . . : .. . . .. . . .. . . .. . . . f- I- . .. - r 6. CONTRACTOR SHALL NOT DEMOLISH ANYTHING OUTSIDE THE (FLY PROPERTY O w � . . . . . . . . . .. . ... .. .. . . .. .. .. . . .. . . .. . ... .. . .. ,-. . . . .. . . .. . . .. . 12 CONS CULVERT U v SOLID 6fiITl" �TRIPe . .. . . .. . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . .. . . .. . . . .. . . .. . . .......... . . ...... . ... ..... ... . . .. . . .. . LINE UNLESS SPECIFICALLY MENTIONED ON THIS SHEET U 3O IE OUT (SE) -- 163,82' 7. QUANTITIES DEPICTED ON THIS SHEET SHALL SERVE AS A GUIDE ONLY. O a_ a_ r . . J I ` E 2 \ CONTRACTOR TO VERIFY ALL DEMOLITION QUANTITIES. Li- . to o s '�� n ♦ o w w C' ____. ____._ J :�: `"'" >1 \ 8. PRIOR TO BIDDING AND CONSTRUCTION CONTRACTOR TO REFER TO OWNER w _� m_ 3 CD S WCU LI "- C NC G ?j�� PROVIDED PHASE I ENVIRONMENTAL SITE ASSESSMENT AND ASBESTOS REPORT > > �� I • . FOR SITE SPECIFIC CONDITIONS AND CONSIDERATIONS. o I I A CU L �I`� . . . .. . . .. I ICU '9 �\ SOLID WHITE STRIPE t . . ..• ••,• 9. BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR ( - �. ��IO RELOCATED LIGHTFIXTURESAND RELOCATION OF ELECTRICAL SYSTEM AS SOON cvzzzz/ z l \ AS DEMOLITION BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION SOLID WHITE STRIPE . . . . ... OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED 24 HOURS p I'.'.'.. . .. . . .. . . .. . .'I E I '" W ` 1 E I i �.'. . .. . . .'. y Cr [r C� \ LYNCH STYLE CATCH Bt�Sih1 :':':':':':':':':':': E Sp.NAI OVERHANG ° O ' ~ co �-- -' -' ° LYNCH STYLE)CATCH BASIN i _ _ _ _ _ _ _ _ 10. EROSION CONTROL MUST BE ESTABLISHED PRIOR TO ANY WORK ON SITE U Of af Z - - - - - - - - - - - - - - - - INCLUDING DEMOLITION. REFER TO SHEET C4.1. RIM = 64.52 RIM = 163.66 I:':' :':':':':':':':''.::'. L.. ... . . . . I i. .. . .. .. .. .. . . . . . .. .'..': . ... ..... .'.. .-. .:r ....� \ w o `f O .. . . . Ui� 0 L0 w 11. TEC 0 OTHERS FOR ALL SUBSURFACE m 1 L'. • _.. _ • • ._: :W . . .. . . .. .. .. . : ... .. I�.'. . .. . . .. . . .. . . .. . . .. . . ..". _.'� T GEOTECHNICAL REPORT PROVIDED BY o� I- \ >- I'.'.'. . . ..'.'. ..'.'.'.'.'. REFER 0 GEO m . o \ J �' w c0 Q N V) m INFORMATION. 0 0\ Q o m o Q IT 41 z z Y \ LLI H �.: . . .. . . .. . . . .. . . .. . . .. . . \ - o 12. IF ANY ABANDONED UTILITIES ARE IN CONFLICT WITH PROPOSED UTILITIES, Y Q a w 3 CONTRACTOR TO REMOVE 5 OF ABANDONED U1ILITY ON EITHER SIDE OF v w G✓ _ o f \ . . N CONFLICT. cn o o v a 1 cu BUILDING FLOOR = 165.40 - .i SA ITAR w o v .. I RIM = 1 13. CONTRACTOR TO EXCAVATE EXISTING 2"COPPER WATER SERVICE LINE, o BUILDING DOOR (TYPICAL) BUILDING DOOR (TYPICAL) ASPHALT \ FLOW Li DISCONNECT THE COPPER LINE AND TURN OFF THE CORPORATION STOP. CITY 0 o A t IN 'NW' INSPECTOR IS TO BE PRESENT TO VERIFY THE DISCONNECTION IS COMPLETED ��ED PR)p, \ B ;,� PROPERLY PRIOR TO BACKFILLING THE EXCAVATED PIPE. \y� ANG I NEER `r/ / a ... . �� 86691 �2 CURB REM�VA 1 14. CONTRACTOR TO EVALUATE EXISTING AGGREGATE BASE COURSE AND ASPHALT 9� E e ASPHALT. . . . . .'.'.'.. . PAVEMENT TO BE REUSED FOR PROPOSED PAVEMENT SECTION. MATERIAL MAY ' ' . '' ' " '. . ... . ; t BE REUSED ONLY IF IT IS IN GOOD CONDITION AS VERIFIED ONSITE BY THE C x ASPHALT E . ............ ..............•.-.-.•.•.•.•..............:...........'.'. . '+ E GEOTECHNICAL ENGINEER AND COMPLIES WITH ALL PROJECT SPECIFICATIONS. OREGON t CONTRACTOR SHALL REMOVE, REPLACE AND RECOMPACT ANY MATERIAL THAT ° ASPHALT S IS NOT IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS, AND ACCOUNT FOR / fn p ° ' A E C j THIS REMOVAL AND REPLACEMENT OF MATERIAL IN THE ORIGINAL CONTRACT �F/= J ........... •,- i I BUDGET PROVIDED TO THE OWNER. 3 I I \ UILDINZ V C A :(1•rJ• BALII�i -. . .'.'. t . EXIPRES:06/30/2015 :::_.: : . "80 .€AtI'FtER'S:. DEMOLITION NOTES S - CEI-OEN•T1 R"• ' j THE IEXTENT OF SITE DEMOLITION WORK IS AS SHOWN ON THE CONTRACT DOCUMENTS o, BUILDING DOOR {TYPICAL} ...�-,. . . .. . . . .. . . .. . . .. . . . � � ' p o ASPHALT : "' ' ' '' ' ' '' ' I a AND AS SPECIFIED HEREIN. SEE ARCHITECTURAL DRAWINGS FOR LIMITS AND PROPER j v � A �Z i 1 DEMOLITION OF EXISTING BUILDING. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND c> x rY I j; SERVICE NECESSARY TO COMPLETE THE WORK. DEMOU11ON INCLUDES, BUT IS NOT 0 t , Cas I 1 1! ! LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS: nl C E ~.4 ER A - ( ' ' • SIDEWALK AND ON-SITE PAVEMENT `� r ? 1 ° I \ URB REM B AULT A j -At f'tf BUILDINGS, FOUNDATIONS, AND SUPPORTING WALLS AND SLABS 0 1 X. . . I: / Mj DEBRIS AND FOUNDATIONS FROM ALL DEMOLISHED STRUCTURES Y CF1.•STYLo CAtH BASIN J � � , ,� °- t .. . ... . . .. . . .... -� � / � 1 ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMVAL TO OBTAIN A v - f`' f 1 "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT. o U . .. . : :. : ' .: . . R ULT `� j 2' 6' CYCLONE FENCE A f CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICAL L0 ... . .. . -X-.--X X X_X-T L .. ;, � �, f / ( ENGINEER FOR THE MATERIAL TYPE AND USE IF CONTRACTOR DESIRES TO REUSE cp a7 — — W— — — — -- NW— -- - —OHW— — -- —OHW--- — — —OHW-- — - —OHW--- — — —OHW-- — --- WIN— -- -- - OHW— — - —OHW— --� — pHW - `- � �� -OHW-- f /` �1 DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL. � S89°49'34"E 370.02' > FENCE RE ) 108 LF C x OLE WITH \ j DISPOSAL OF DEMOLISHED MATERIALS w ASPHALT � TAX L0 l00 -- TRANpSFORMERS Z i p c `H - -- _ off _ _ c� ASPHALT o 3 4111 REMOVE FROM SITE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM 1 ° --OHW-� p� MAP 1 S-1-35BB ✓ DEMOLITION OPERATIONS. BURNING OF REMOVED MATERIALS FROM DEMOLISHED v — OHW-- W T /�, 1 ra ° -- -- ��, I v STRUCTURES WILL NOT BE PERMITTED ON SITE. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES AND DISPOSE OF OFF SITE IN A LEGAL MANNER. / 6 CYCLONE FENCE Y ` fIDE X 3.3' TALL D � A L'F �,,�,�'O f Jo' ,f LANDSCAPE PROTECTION AND REMOVAL BOX CULVERT ASPHALT TAX LOT 202 - O SEE (LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROTECTION, 11 , 9 I.E. = 160.20 / PRESERVATION, REMOVAL, AND TRANSPLANTS. I..`.� MAP 1S-1-35BC SMA InGni GAS= _...�.,...... -- \ / UTILITY SERVICES N ° i EXISTING UTILITIES, WHICH DO NOT SERVICE STRUCTURES BEING DEMOLISHED, ARE TO \ ��r BE KEPT IN SERVICE AND PROTECTED AGAINST DAMAGE DURING DEMOLITION n€ r- SAKI 1 ARY h9ANHv�L OPERATIONS. CONTRACTOR SHALL ARRANGE FOR SHUT-OFF OF UTILITIES SERVING `n / "- - ,/ r RIM = 165,1;' STRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, BUILDING ``- --- \ � n= DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION N i.E. 8 IN (NE W) - 1�59.z1 OPERATIONS. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH cq o \ 11, 8" OUT (:S".) = 158.6' ENDS AND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIES TO c4 cn BE REMOVED ARE TO BE BACKFILLED WITH ENGINEERED FILL OR SELECT EXCAVATED ii MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY WITHIN PAVED AREAS AND TO 90% OF MODIFIED PROCTOR DENSITY FOR GREEN SPACE AREAS, IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS. t \ ALL PRIVATE U11LITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BE o DEMOLITION LEGEND / \ REMOVED AND RELOCATED PER THE U1ILITY OWNER AND THE LOCAL MUNICIPALITY'S o 1V REQUIREMENTS. N v TILITY PROTECTION ° Q D o OA ITEM TO REMAIN, PROTECT DURING CONSTRUCTION U '' BO •���� CURB REMOVAL UNDERGROUND UTILITIES SHOWN ARE BASED ON ATLASES AND AVAILABLE a0 '� INFORMATION PRESENTED AT THE TIME OF SURVEY. CONTRACTOR SHOULD CALL TO _0 OC X•X UTILITY/FENCE REMOVAL COORDINATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES BEFORE ° o ORDERING MATERIALS OR COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY CD Y o DO ® BUILDING DEMOLITION DISCREPANCIES IMMEDIATELY. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION I� 07 a SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND AS DIRECTED BY v n OE ASPHALT PAVEMENT REMOVAL THE GOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BE REPLACED Z N Q) ° FO GRAVEL REMOVAL IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BE PROTECTED W CV THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGED STRUCTURES SHALL BE W REPLACED IN-KIND AND THEIR REPLACEMENT COST SHALL BE CONSIDERED 0_ ITEM/STRUCTURE TO BE REMOVED INCIDENTAL TO THE CONTRACT. PROPER NOTIFICATION TO THE OWNERS OF THE U 3 EXISTING UTILITIES SHALL BE MADE AT LEAST 48 HOURS BEFORE CONSTRUCTION O o COMMENCES. r OH ITEM TO BE RELOCATED POLLUTION CONTROLS J L oOI - - - - SAWCUT LINE. PROVIDE SMOOTH CONSTRUCTION JOINT. Lo v USE WATER TEMPORARY AND OTHER SUITABLE METHODS 0 U OJ PEDESTRIAN ACCESS STRIPING TO BE REMOVED TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR TO THE LOWEST LEVEL. I- >, ° COMPLY NTH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL m E K REMOVE MASONARY RETAINING WALL PROTECTION. SEE EROSION CONTROL SHEETS FOR FURTHER EROSION CONTROL o ' / REQUIREMENTS. SHEET NUMBER oC2 . 0 EL FE 6 V DOC. NO. 88-017318 !} F,: : 0 N ° UNIVERSUS ' ' TAX LOT 3300 "' a MAP -3 O NORTH z tO s ,.0 .� viwcD 1715 w 0 S39°51'08"E x.37.65' � � 22 i � � Q V Q U)r, - - a ° ,... T O U J y N } 3 a . a :� 3.6' 14 •. r 11it GRAPHIC SCALE IN FEET o� 0�o E X30 28 ° a S.4 a ° a 0 10 20 40 �+ Q "�x z o a �. ' . QOO 000 a o' o N owQ� 0 o 41 x X 25 3 °. ®0�0 VO ° `� a. a �p Y T't Q U C_ ° ° ° ...... c ° °. 27 z o Li 'v ° ... E - _ N 16 KEY NOTES � � � ° ° a: -HOVL'=1'64X J 3 ........... \ } 0 ••••••••_•.• •...• °a �CD �-- 46-=a61 ✓ 3 5.0' ` ` `U�c'� �° O1 86.12 CONCRETE CURB AND GUTTER, TYP. (SEE DETAILS) Y > ...... ........--- 8.3' ::.1.8:5' :::�g;5:'.'::. '7.5'. 5. / 1 ZRO :) S D L O2 SPECIAL DEPRESSED CURB AND GUTTER `n iii ° ............ �✓ o' " ^ CONCRETE SIDEWALK, TYP. (SEE CONSTRUCTION DETAILS) oN zo 30 x x x BUILDING 6 4 r� h o �3._ :': ::: 29 (GFA 14,054 SF) 19 21 c ✓ / O4 ACCESSIBLE RAMP, TYP. (SEE DETAILS) o t 1 PARCEL 1 �' .'.'.:•Q•:•:•::• ° ° a . ? ; a' g / O5 ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) a FF 167.80 . �' ; 0 DOC. NO. 2011-028732 WING - 18 .s a {f IRRIGATION PRODUCTS, INC. ;••;;; ;; ;• ; 6 ti /`` �/� O6 ACCESSIBLE PARKING SIGN, TYP. (MUTCD R7-8, SEE DETAILS) ° TAX LOT 700 ..... ... 3 10' 2 �p v ° MAP 1S-1-35BB ....... 7 �\ -..... k. ....... `n ° _ a. o ti O7 4" WIDE PAINTED SOLID LINE, TYP. w `o ff +, '.'.':.' .'.':. ° °. m ° °00 co j 21 9 �{ 8 CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. N c0 rn o ~ r a O _ 30 ............ ';i 1 - ..� - - 2 $' t ! 9 SAW CUT LINE, TYP. I o I I t �� ( CO ......� u J 4 N _- .... + /� z� s, + .3 r a.,,. ,.,. r a ,s,.. a a., ,.... 2 a..",�'. � 1. �. a a A . 4 f.s i. ww a4. a ,. ;r?>., � � r'" + ''� `� TRUNCATED DOMES, TYP. � O 4 7 + 3 24 WIDE STOP BA TYP. EE DETAIL r � �g .... .. s,>.av . O t Y.. l-. b V s " E, � + SOP T SIGN TYP. MUTCD R1 1 SEE DETAILS € n BOLLARD TYP. (SEE DETAILS ° 9„ a ✓ _..� ems,,. � �.� �z+a r„•, ,a,. I, � � (o (n TRANSFORMER PAD F- I- c ., �... i: .Y O o .... .... .... ... ... 24 OFFSITE ROADWAY r z z z .... ..... ... ... .... ..... ..... ..... .... .... .... .... .... .... O w w c ... 12 PLANS BY OTHERS 15 MECHANICAL EQUIPMENT CHILLERS SEE ARCHITECTURAL PLANS - 0 27 ..... ..... ..... ..... .... .... ..... ..... ..... ... •... .... .... .... .... K O / ( ) f- � � ... .... .... ..... ..... ..... .... .... ..... ..... ..... ... .. .... 27 o �� � � .... .... o \ �, ° 8 s --•.. ... s ..... ..... .... .. ...- ,� ��.' �.' 2g cv \ 16 FENCE (SEE ARCHITECTURAL PLANS) p O O z -- ---• :•'::• -•.: ..;; .... ............. :•'... ..... ..... •--•. .... \ O U U p ° . % ..... .. - - - 'A o / 24 8 o _ _ `''.` � 17 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) z � � >- 26 � � 18 6' WIDE PEDESTRIAN PATH SCORED CONCRETE SIDEWALK, TYP. (SEE 00 � p v � x ti, 1 30 30 CONSTRUCTION DETAILS AND NOTES THIS SHEET) w w O O w w 19 BIKE RACKS (FOUR 2-BIKE CAPACITY RACKS FOR IFLY BUILDING; THREE 2-BIKE o 0 o r o o w w 3 O 90) 00 LLJ LLJ CAPACITY RACKS FOR LANPHERE BUILDING; SEE CONSTRUCTION DETAILS) j j N N N O /n cn w w 7 `V 20 NOT USED of � g 31 9 31 ro '9 -1 2 9.0' 8.0' 9.0' M GATE N `. O 21 CONCRETE WHEEL STOP (SEE DETAILS) o o ! 7.5' 7.5 ( { 19 (BY OTHERS) O z da "'s ""s "� "' "'s 2 E...S._ ELECTRICAL EQUIPMENT (SEE ARCHITECTURAL/ELECTRICAL PLANS) I O � tet' I'f7 N 5* rn �)VFRHANG 9 23 PLENUM ACCESS HATCH WITH RAILING (SEE ARCHITECTURAL PLANS) U I- Z o S�, 6 cn cn w 0 I o FENCE (TO BE INSTALLED BY OTHER I o ' I. �O O7 F m m i' Z �...._. : .. ' € c ' _ - - _ 25 PROPOSED LOT BOUNDARY (SEE MINOR LAND PARTION FILE #MLP2014 00002) p p N (n o m ° \ Q w o Ld PROVIDE 1' TRANSITION \ 8 :t 26 iFLY LEASE LIMITS (FOR REFERENCE ONLY) _ J z z z o FROM FULL HEIGHT CURB 6 1 Q cn Q w a _ 7 TO DEPRESSED CURB AT I �\ 27 PROPOSED LANDSCAPE AREA (TYP.) o o v a I 1 LL BUILDING FACE (TYP.) BUILDING FLOOR = 165.40' f 99 X1'9 f'1 28 DECORATIVE FENCE (SEE ARCHITECTURAL PLANS) w Y � ° 9 BUILDING DOOR (TYPICAL) BUILDING DOOR (TYPICAL) PROVIDE 1' TRANSITION �� 29 SEGMENTAL BLOCK RETAINING WALL (SEE DETAILS) FROM FULL HEIGHT CURB I t 1 _ 30 LIG 0 5����D NROR�ss� 0 o I i O HTP LE (SEE SIGHT LIGHTING PLANS BY OTHERS) �� o TO DEPRESSED CURB i 86691P y O7 I 27 "COMPACT SPACE" TO BE PAINTED ON STALLS (LETTERING 12" HEIGHT) cn a :-001; EXISTING i OREGON a: 0- 1 0 0 LANPHERE I 1 GENERAL NOTES Tr` FR .1 . No o - 18.5' 70.3' 18.5' BUILDING � ' 1 t l I u - C j \/ 1-15 TALL SIGN ; EXIPRES:06/30/2015 _c 2111 SERVICE CENTER I "BOB LAMPHER'S I I 1. ALL DIMENSIONS REFER TO THE FACE OF CURB UNLESS OTHERWISE NOTED. � SERVICE CENTER ® c� 0 0 BUILDING DOOR (TYPICAL) BUILDING 2 BUILDING OTHERWISE DIMENSIONS NOTED. ARE TO THE OUTSIDE FACE OF BUILDING UNLESS 3. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING o fyy I DIMENSIONS. o 1 9 WATER t 1 4. RADII ADJACENT TO PARKING STALL AND NOT DIMENSIONED ON THIS PLAN ° -- ' o, - 9.0 VAULT , SHALL BE 3-FEET, TYPICAL. � N � OFFSITE ROADWAY � � J PLANS BY;OTHERS 7 1 5. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED UNLESS OTHERWISE L�. a „ qn O 43.3' LL NOTED. N :� � 3 `` ' '� .%a� � 1 { � 6. CONTRACTOR TO EVALUATE EXISTING AGGREGATE BASE COURSE AND ASPHALT W Ln �! 1 / / r /f / / .. r.!!'.t _ r' t PAVEMENT TO BE REUSED FOR PROPOSED PAVEMENT SECTION. MATERIAL MAY a x x- Y �40' x- _1,�,__. / _ _ J _ a' ' M BE REUSED ONLY IF IT IS IN GOOD CONDITION AS VERIFIED ONSITE BY THE 0 _- GEOTECHNICAL ENGINEER AND COMPLIES WITH ALL PROJECT SPECIFICATIONS. 0 589'49'34"k 370.02' - %j CONTRACTOR SHALL REMOVE, REPLACE AND RECOMPACT ANY MATERIAL THAT r^ % 0 24 WIDE GATE POLE WITH IS NOT IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS, AND ACCOUNT FOR V J w x (BY OTHERS) ' ' TAX LOT 700 TRANSFORMERS THIS REMOVAL AND REPLACEMENT OF MATERIAL IN THE ORIGINAL CONTRACT o GATE MAP 1S-1-35BB f BUDGET PROVIDED TO THE OWNER. cr) (BY OTHERS) o, ` U 6' CYCLONE FENCE PAVING AND CURB LEGEND U TAX LOT 202 / f MAP 1S-1-35BC �"r f o „✓'' '% STANDARD DUTY ASPHALT PAVEMENT N o / ! __ SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION AND SPECIFICATIONS (SEE ALSO NOTE #6 THIS SHEET) � E � �```A � I I N 0 HEAVY DUTY ASPHALT PAVEMENT Ln 21 / SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION AND Es m BUILDING / I! SPECIFICATIONS (SEE ALSO NOTE #6 THIS SHEET) N c J N //( / t CONCRETE SIDEWALK T 0 PARKING SUMMARY SITE DATA TABLE °:°. ` `' ° SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION AND '" • ��- - "`�.. � ° SPECIFICATIONS o � ' PARKING REQUIREMENT ZONING: MUC (MIXED USE COMMERCIAL) t 1 EXISTING LANPHERE BUILDING (22,100 SF GFA) AS PRIMARY J ;: PEDESTRIAN PATH SCORED CONCRETE SIDEWALK o / SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION AND IFLY BUILDINGCALCULATION (1(22,100 x 2/4,054 SF 1,00)AS S+C(NDOA54 x 4.3/1,000)RY BUILDING SETBACK: 0' MIN, 10' MAX - FRONT SPECIFICATIONS (USE HEAVY DUTY CONCRETE PAVEMENT +� a TOTAL PARKING SPACES REQUIRED = 96 SPACES TYPICAL DIMENSIONS: SEE OFFSITE STRIPING PLAN SHEET 03.1 SECTION IN FRONT OF VEHICLE ACCESS DOORS U BUILDING). Q SCORING PATTERN TO BE 1' x 1' SQUARES THROUGHOUT. p o ° REGULAR PARKING SPACES PROVIDED = 66 SPACES REGULAR PARKING SPACE: 9'x18.5' FOR MORE INFORMATION ON PEDESTRIAN CONTRACTOR MAY REUSE STONE BASE WHERE SIDEWALK IS TO Q ,o *COMPACT PARKING SPACES PROVIDED = 11 SPACES COMPACT PARKING SPACE: 7.5'x16.5' ACCESS PATH WITHIN RIGHT-OF-WAY I BE INSTALLED AT EXISTING ASPHALT LOCATIONS. n 0 p ACCESSIBLE PARKING SPACES PROVIDED 4 SPACES ACCESSIBLE PARKING SPACE: 9'x18.5' ( LI.. � o CD -0 TOTAL PARKING SPACES PROVIDED - 81 SPACES MINIMUM DRIVE AISLE' 26' Y o ENTRANCE DRIVEWAY: 30' HEAVY DUTY CONCRETE PAVEMENT I SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION AND co a TOTAL PROPERTY AREA: 89,618 SF (2.06 AC) SPECIFICATIONS m n *SEE ARCHITECTURAL PLANS FOR SCORING PATTERN Z N 0 o SITE COVERAGE: 15,840 SF PERVIOUS AREA W 73,778 SF IMPERVIOUS AREA 0 0 0 0 0 0 DETECTABLE WARNING SURFACE ry 0) MAX SITE COVERAGE: 85% REQUIRED (82.3% PROVIDED) ` 0000000000 SEE DETAILS C� O a 3 MIN LANDSCAPING AREA: 15% REQUIRED 17.7% PROVIDED V) ( ) STANDARD PITCH CONCRETE CURB AND GUTTER � 0 Lo REQUIRED MIN FAR Q a o (PROPOSED iFLY LOT): 1.25 MIN REVERSE PITCH CONCRETE CURB AND GUTTER c CONCRETE DEPRESSED CURB AND GUTTER LL O - PROVIDED FAR ` m E (PROPOSED iFLY LOT): (14,054 / 10,538) = 1.34 ., D XX PARKING STALL COUNT SHEET NUMBER o O N � o u) Z _c C3 . 0 U ■ a DOC. NO. 88-017318 __- SANITARY MANHOLE UNIVERSUS TAX LOT 3300 R( = 167.20' � o Q �d LINE 8 = 161.9 NORTH OUT (S) = 163.19` MAP 1S-1-35BA IN `, OUT (SE) -N Z J rn 36 CMP IE OUT (S) = 163.29 167.40 0 167.60 R 167.20 � a f , L •� w w cD 167.35 167 50R 167.20 167.40 r f- -J N o - 23T65' ¢ N S89°51 08"E O V 168 _ _. ------__-__. _............... _ :. _ _.._.._ _ .- _.._s � o J N - w C! TS 167.80 167.75 _ 8 , �tl (n o T EP 167.30 ,�1 ,` GRAPHIC SCALE IN FEET � �, n o Y _ \ 167.25 ° 167.75 167.70 TW 167.20 yui T/P 167.50 ° 0 10 20 40 ¢ "� •• z Q j 166.75 EP 167.25 0 167.70 a FG 165.60 0000000 T/P 167.55 167.50 Q w X 0 i. WIDE X 3.3 TALL x x 167.70 - _ \ '" t - z -- T 167 TS 167.75 e BOX CULVERT FG 167.75 OOOOOOO 167.70 ¢ cn o EP 167.25 EP 167.25 TW 167.60 -_ 165 \ z `n r I.E. = 161'20' FG 165.60 164 \ O ¢Lo EP 167.05 cz o' o`n� 163 = o 0 166.90 167.10 / R R 63.70 0 E .162._ _ N / 167.80 7.80 167.80 167.70 \ R 166.00 ! r'-HW T \ 3 Ic ` '167.80 167.80 \ ° R 165.60 rw�+� a" 7 167.80 19 t J-' \ � j Y cD a- R 164.60 _•_ sj `: � 1 � � w <za TW 166.70FG 165.60 TW 67.20° x PROPOSED F LY ~�� -y T w GRADING NOTES 166.75 FG 65.60 BUILDING ME 166.80 R 166.70 / r�} � < o X68 166.80 167.10 x 167.80 167 80 * ME 166.80 0,fes /- 3� 1. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND STRUCTURES ON THE O o� 166.20 a 167.80 (GFA 14,054 SF) 167.80 187.80 1r' 1 SITE AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR •° PARCEL 1 166.20 167.00 167.20 167.45 \ ,r" t TO STARTING WORK. ° OC. N0��011-028732 WING 166.00 1. 1 ,,4 FF = 167.80 °°• a �, 167.65 �^ 2. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR Q RIGATIC N PRODUCTS, INC. j / 167.80 - o `, / /,, v' ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS o T X LOT 700 /� ! 167.80 167.80 I 167.20 1167.15 �� ^�� 167.20 y OTHERWISE NOTED. L -t MPTP 1S-1-35BB j 166.00 \' ! R 167.70 167.75 167 « ^ / { 167.15 167.50 ' 3. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE OR EDGE OF PAVEMENT N co p Q ' ' T° 167.70 167'70 j•-• - -- -_ -_�_ ,� e �� UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR TO COORDINATE WITH cv I cv o - - - - - o�, - �. EXCAVATION, LANDSCAPE AND PAVING SUBCONTRACTORS REGARDING TOPSOIL I o j 166 167.15 60 j T THICKNESS FOR LANDSCAPE AREAS AND PAVEMENT SECTION THICKNESS FOR N c° Ln J 166.00 166.85 PAVED AREAS TO PROPERLY ENSURE ADEQUATE CUT TO ESTABLISH SUBGRADE _..__....._ �j� ELEVATIONS. T 1/ ` R 164.90 166.95 l 4. NO EARTHEN SLOPE SHALL BE GREATER THAN 3:1, UNLESS OTHERWISE NOTED. `_'__----- •-�,�,.�...... s�-`- 166.85 o �,� o \ 167.00 L / 5. MAXIMUM SLOPE IN ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL ^�,,_ NOT EXCEED 2.0% IN ALL DIRECTIONS. '".,•"_ 165.30 ^ \ l 164.80 165.35 166.10 166.00 g - - -- w._..._ 166.60 -^'� 6. MAXIMUM RUNNING SLOPE SHALL NOT EXCEED 5% AND CROSS SLOPE SHALL 0 16S X66 --- NOT EXCEED 2% ON ALL SIDEWALKS AND ACCESSIBLE ROUTES UNLESS z z z z 165.65 OTHERWISE NOTED. O w w w ' , \ F- � � � 16S 166.55 + \T { O � 1E � cn R 164.40 R 165.00 R 165.50 R 165.15 66 "' ` ' '� \ 7. WHEN NATURAL FLOW OF DRAINAGE IS AWAY FROM CURB, CONTRACTOR TO O O O z ♦ �•,� � � � � INSTALL REVERSE GUTTER PITCH. � � � � � O \ \ O - - 166 8. MATCH EXISTING ELEVATIONS AT THE PROPERTY LIMITS. z > ° � 2 - 12" CONC CULVERT O 0 w v u w 164.75 165 165.40 165.85 t x U ° -��,.,,.�,..� q IE IN (N;r�r`') -= 164.24 � � � 3 + ME 164.70 _____ ME 164.60 ME 165.10 __w ME 165.35 ME 165.90 ` It_ OU (SL) 1631. 82 O a- O a- a- _ _ 0 LO --- -_ -- __ __ --165--- _ �- `� �� GRADING LEGEND o 0 0 0 0 c-a ME 164.70 J ® °��•" -----�.� �,' � " > > ME 164.75 # - -'" \� O TW = TOP OF WALL o 0 6 1 l ME 164.55 ME 164.90 ME 164.80 ME 164.90 ME 164.90 x l\ FG = FINISHED GRADE 0 'A �' -'=--�•�'-"' � \, � EP = EDGE OF PAVEMENT �' ME 164.60 �•- __ D '- - I I I I ME 165.90 W fh cr CD . 105 _ ME 165.10 x 5 ME 165.65 TC = TOP OF CURB F- J J LYNCH STYLE CATCH BASIN LYNCH STYLE CATCH B 5' � I ,�„�..----•` ME 165.4 •`, v ° / ME 155.25 ME 165.20 ME 165.90 \ w o O J RIM = 164.52 RIM = 163.66 ME 165.20 ME 165.20 I \ ME = MATCH ELEVATION O Ln � \ z > j 1 _ _.. /_' /__�____i ,� ___ _ _ _/_�/_ _- /%_�_ _ _ FL = FLOW LINE/BOTTOM OF CURB � cfl Q N (n °J ° I / � // /f'J / ME 165.45 ` � � o \ Q o m o Q I ME 165.15 ME 165.20 \ ii a ME 164.90 <" ME 165.80 \� l i FF = FINISHED FLOOR ELEVATION = J v ME 165.25 Y ¢ Il R = RIM ELEVATION o w to _ ME 164.95 ME 164.80 '� SANITAR BUILDING FLOOR = 165.40 ` cl� / I i RI° TS = TOP OF SIDEWALK ° ME 164.85 6' i FLO`r` L 620 O o } r BUILDING DOOR (TYPICAL) BUILDING DOOR (TYPICAL) / { PROPOSED CONTOUR N I `1 is IN (NSU), ------ jA NROpFss j ° I 1 RIDGE LINE \� �86691PFR io9 r ME 165.00 _�-- •----'165 `� t SLOPE AND FLOW DIRECTION c n EXISTING �\ 4t � ♦ 100-YEAR OVERLAND OVERFLOW ROUTE ` ?OREGON \ DETENTION BASIN 100-YEAR EMERGENCY t t OVERLAND OVERFLOW ROUTE �Y 5� � a LAN P H E RE I SFR J . No� Q ~`'� BIJiLDING �1 �' _` t v 1 +15 ALL SIGN I 1I REVERSE PITCH CONCRETE CURB AND GUTTER EXIPRES:06/30/2015 / -BOBI ° ,� W SERVICE CENTER a I AMPHER s ERVIC F CENTER" } `) 3 `~ BUILDING DOOR (TYPICAL) ; I �-- BUILDING N c 1 I UTILITY LEGEND > � o \ /�0 f s 0 o _ ( ME 164.25 \ "' I 0, ° ME 164.30 - r / J { EX. HYDRANT N / f 0 _ LYNCH ST CATCH BASIN a RIM = 16,.. ® EX. WATER VALVE o "w ry EX. SANITARY SEWER MANHOLE No ME 164.00 n a e •�� � It " `' EX. SANITARY SEWER CLEANOUT N X T v -X.� Y X- y X_ o L ' z n EX. STORM MANHOLE - � S89°49 34 E 370.02 (:? > ° c " x -` _ - - `' ��u POLE WITH EX. STORM CATCH BASIN/INLET w _ TAX LOT 700 TRANSFORMERS j' o MAP 1S-1-35BB 7 EX. GAS METER Q JI ° VSs. oll _ 30 �4 __ r � EX. LIGHT POLE ° _ - - / 6' CYCLONE FENCE - - - - - - - - � ® O PROPOSED STORM STRUCTURE r I� Y SDE X 3.3' TALL � f v BOX CULVERT PROPOSED SANITARY MANHOLE TAX LOT 202 ,/" /f "� I.E. = 160°20A MAP 1S-1-35BCS . /r"f / • PROPOSED SANITARY CLEANOUT PROPOSED WATER STRUCTURE PROPOSED LIGHT POLE SANITARY MANHOLE 2 Ln BUILDING _ -�_ -`� `� I RIM = 1pp6,,5t.X1"7, q,, p N - .E 8" IN (NE ;.X. `W) -- 159.1) a J r.-: , �D ` N LE, 8 OUT 'S'l-l' _ 1;,8.6 ,.� L .° I t 167.50 o Q) 167.65 D a ? 167.75 167.25 167.25 167.35 Q Q a .0 TC 167.65 TC 167.65 Q J 167.30 167.20 FL 167.15 °°°oo0-0-0-0 167115 167.15 167.00 a (VARIES) (VARIES) 167.45 166.90 167.20 O Y ° TC 167.15 TC 167.15 cn a FENCE FENCE I FL 167.15 FL 167.15 r m roV 0 Z N Q) ( I W N cow LTJ I� RETAINING WALL �. ry 0) RETAINING WALL HWL = 164.60 " 167 ' 1 O � O a .3 NWL 161.70 �1 / U) 1 66.90 s c BOT = 161.30 3 - --�- /�j-167.00Lo 3 166.80 ?/ 166.80 Lo(o Q FOREBAY O 0 o _ 166.85 166.95 I- m 160.30 m E ° SHEET NUMBER SECTION A-A ADA RAMP DETAIL C4 m N.T.S. 1" = 10' -T . 0 U ■ V DOC. NO. 88-017318 SANITARY MANHOLE c N UNIVERSUS RIM = 167.20' ` Q TAX LOT 3300 LOW LINE 8" = 161.9' NORTH 0 MAP 1S-1-35BA I W), OUT (SE) ' z _jrn ° � ' cz cE ° S89'51'08"E 237.65' IP IP s' 00 --1 2 �- \ / l �6 ® �1l1 GRAPHIC SCALE IN FEET 1pi 0 Y P B � ��- ` w 0 10 20 40 �+ Q X o sF IK ®�y.� _ 0000000 , _ N Q o w a o T I� x x x 0000000 �\ -.' _~-_ - Q o NoLLJ r z -Ln f FE ~ 3. cz Q g ' - � � SF EROSION CONTROL NOTES oLd� o AREA DESIGNATED FOR SOLID:. ysT,r�-�5 121 CD WASTE. NO STORAGE OF FUEL IP OR HAZARDOUS MATERIALS TO -4 J �� ( > n BE PERMITTED ON SITE. IP° FE / x SITE GENERAL NOTES Y w cO `. FE ` IP 1�p �/ // 1. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST o of z ----' ME 166' 0 /y L✓�� AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. N Q o ° I l` ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH O x x ME 166IL . ( /'` />,� THE PHASING OF THE PAVEMENT REPLACEMENT. o ° PARCEL 1 (GFA 14' 4 ) 1 �' /C.�' 2. POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE U ° j DOC. N0011-028732 WING _ _ .".__._ I FF = 167.80 °°°°°°°° \ ` STABILIZATION BY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING. Q IRRIGATI PRODUCT S, INC. o T X LOT 700 IP t t i 3. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE M P 15-1-35BB ( INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION I I I I w SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED F U t fJ •' N CD 0 Q �» BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE N N .............. .... - .___ - _• ___ ., .__ ,_..•.. ..._...... . INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UN11L FINAL I o } `, CID LO Crol SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL Y - �y y � ��, AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY IP LANDSCAPING, THE BUILDING(S), AND SITE PAVING. / 4. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE \ ,� SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE - / \ � AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. l - TEMPORARY EROSION CONTROL NOTES o w w C e� \, \ 1. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN 0 cn " ` SGB- ` '6" \ ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL D O O z N IP IP '` IP PLAN. 0 w o co $F _................................................................................ _._.. ._ ___...___...... W __.._..... .. ._.____......................................... __ .._..__._ ___....) _................................. ____._......__._..._. S ' 2. ANY MAJOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES z � ~ f= O w U U w SF X 1 �' FROM THOSE SHOWN ON THE APPROVED PLANS WILL REQUIRE A REVISION AND � _ --YS1 --»-- _ _�......_.......... - � -- .SF. O w _____ MUST BE APPROVED BY THE REVIEWING ENGINEER, ENVIRONMENTAL 1h � SPECIALIST OR ARBORIST AS APPROPRIATE. MAJOR REVISIONS MUST BE w w SME 164.70 - - ~' ---__._. ME 165,90}- \ APPROVED BY THE PLANNING AND DEVELOPMENT DEPARTMENT AND THE O O w w ° a _..................�_ --.-,- -_.�.16r5.____. <„r_ `� 't DRAINAGE UTILITY DEPARTMENT. MINOR CHANGES OR ADDITIONAL CONTROL o 0 �' ME 164.70 ~`` _.._,_ x \_ MEASURES TO BE MADE AS FIELD REVISIONS TO THE EROSION AND \\ SEDIMENTATION CONTROL PLAN MAY BE REQUIRED BY THE ENVIRONMENTAL D D u�I eIP 5 .�' �`�, ti INSPECTOR DURING THE COURSE OF CONSTRUCTION TO CORRECT CONTROL w w po INADEQUACIES AT NO ADDITIONAL COST TO THE OWNER. - - II ME 164,55 ME 64.90 ME 164.8C}} ME 164.90 ME 164.90 o e-� 1 3. CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN , N o GREEN S150BN OR APPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES z 3 � -.-- - __ GREATER THAN 4:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES. >� � ' ME 164.6 ME 165. 0 � z _• I 165 F i I t t t ME 165.65 I-J _j _ Q ° -- ( i ME 165,45 4. PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSINGS O cD I-- � z ME 165.25165. 0 CONSTRUCTED FOR TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED, w o �{ O a ° J j ME 165.20 ME 165,20 ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA p Lo w z ° I ( ( - _... ..........................................._ RESTORED TO THE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING m Q N m '� I SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSAL SITES. m _ _... ME 165.455 -. o o \ Q o m o \ 5. PERMANENT, FINAL PLANT COVERING OR STRUCTURES SHALL BE INSTALLED _ � z0 a ME 164.90 E 2 Y ME 165.80 SF % Q d w z z Y v a `' M 165.25 1 , t PRIOR TO FINAL ACCEPTANCE. v w < _ z i e ` cn o o u o ME 164.95 ME 164'80 BUILDING FLOOR = 165.40 ° SANITAR 6. ALL CONTROL DEVICES THAT FUNCTION SIMILARLY TO SILT FENCE OR FIBER o : R1r1 =_ ROLLS MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH EFFECTIVE Li ME 164`85 BUILDING DOOR (TYPICAL) BUILDING DOOR (TYPICAL) I i, r/ FLOI�/ L CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES o 1 ONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE �i IN "NTN', WITHIN 24 HOURS OF THE RAINFALL EVENT OR AS SOON AS FIELD CONDITIONSiPNeOFFSs X i ALLOW ACCESS. ��5 �asssiPeR /�2 � ME 165.00 ---165 t S 'y j Y � ` ' � � 7. ALL SEDIMENT DELTAS AND DEPOSITS MUST BE REMOVED FROM SURFACE �� ---- _ --- "' -- - " ` 3 WATERS, DRAINAGE WAYS, CATCH BASINS AND OTHER DRAINAGE SYSTEMS. ALL o AREAS v N �� �+ RESTAB UZEDE SEDIMENT OVAL RESULTED IN EXPOSED SOIL MUST BE L AND STABILIZATION MUST TAKE PLACE aLANBUT NO MORE THAN 7 DAYS AFTER THE RAINFALL EVENT UNLESS OREGON �\\ � 4 �� �; I IMMEDIATELY, �, ° - - , 1� PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL ACCESS CONSTRAINTS. ALL y� ° `� BUILDING ~`�j I -__ _ ?'� I j REASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS FR NO 3 uI �� +15 ALL SIGN Ss�`� i ( i OBTAINED, REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT EXIPRES:06/30/2015 t " - ..; M In,� I I NO MORE THAN 7 DAYS LATER. CONTRACTOR IS RESPONSIBLE FOR •� / \ BOB AMPHR S 111 1 ",I I CONTACTING ALL APPROPRIATE AUTHORITIES AND RECEIVING THE APPLICABLE ° , RVIC CENTER" q. I I PERMITS PRIOR TO CONDUCTING ANY WORK. 0 0 BUILDING DOOR (TYPICAL) I L I _w cA i I 8. ACCUMULATIONS OF TRACKED AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVED SURFACES WITHIN 24 HOURS OR SOONER IF REQUIRED. - / t SEDIMENT TRACKING MUST BE MINIMIZED BY THE APPROPRIATE MANAGEMENT PRACTICE, LIKE A DEDICATED SITE EXIT WITH AN AGGREGATE SURFACE OR ° ME 164.25 WATER DESIGNATED OFFSITE PARKING AREA. CONTRACTOR IS RESPONSIBLE FOR Q o ° `" ME 164.30 �"�� VAULI� `"mss # l ff STREET SWEEPING AND/OR SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE J 0 3_...._ "M i 1/ TO PREVENT SEDIMENT FROM BEING TRACKED FROM THE SITE. a F c�a f D_ - ------ � f f` 9. SURFACE WATERS, DRAINAGE DITCHES AND CONVEYANCE SYSTEMS MUST BE ° IP f III 1 INSPECTED FOR SEDIMENT DEPOSITS. 0 r j J 0 /' 10. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL �� w.� � _ _ / "'. MEASURES A INDICATED ON THIS SHEET IN ACCORDANCE WITH THE O _ 7 j S N IN � d v .._..,,.,.....,._...._ �u ..__.�, .. ..,,_... y ��.x_.�.-..�,. I��r f I r co x " (_ STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY 0 � I � S89`49'34 E 370.02 " / KIMLEY-HORN AND ASSOCIATES, INC. THE CONTRACTOR IS RESPONSIBLE FOR \\l POLE WITH r IMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP, INCLUDING EROSION w ° A �` Lu - - _�� TAX LOT 70C} TRANSFORMERS CONTROL MEASURES AND INSPECTION FREQUENCY, AS REQUIRED BY THE ODEQ o � MAP 1S-1-35BB jiNPDES PHASE II PERMIT PROGRAM REQUIREMENTS. Oc (I ___ r 303 ' �� 11. PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS z NOT DESIGNATED TO BE A SEDIMENT TRAP, DRAINAGEWAY, OR OFFSITE AREA j 6' CYCLONE FENCE _ . _ \ ! EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED. O Y f ` j' 12. SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, FLOOD PLAIN C , TAX LOT 202 /� AREA OR A DESIGNATED BUFFER, UNLESS OTHERWISE APPROVED, UNDER v •� MAP 1 S 1 35BC SPECIFIC CONDITIONS TO BE ESTABLISHED BY THE DIRECTOR OR d M. ""`•-_- �.��. - _ GG - �_-� .,� ` ADMINISTRATOR. z _"1 V - GAS Gfi5 ._...,_ c� o �� - _ f f 13. STOCKPILES TO REMAIN IN PLACE FOR MORE THAN THREE DAYS SHALL BE O N I PROVIDED WITH SESC MEASURES. MATERIAL IS TO BE HAULED OFF o car IMMEDIATELY AND LEGALLY IF NO STOCKPILE IS TO REMAIN IN PLACE. SANITARY MANHOLE �^ p SIM = 10 i i> 14. ALL TEMPORARY SESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER C!J o ' BUILDING - _ _ 1 FINAL STABILIZATION IS ACH I EVED.TRAPPED SEDIMENT AND OTHER DISTURBED � LL.• IN (NE & 'W) = 13�•D SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED N o t !! I•E. 8" OUT (SE) 1;8.6' OF PRIOR TO PERMANENT STABILIZATION. O N m f ,' ° I` 15. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING a .� DEPRESSIONS OR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERING DEVICES ARE USED, a `` t DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. C EROSION CONTROL LEGEND � N a SILT FENCE CID o c SF SF SEE DETAIL sHEET c4.2 EROSION CONTROL SCHEDULE AND SEQUENCING: Q o 0 ( ) Q J ® PAVED AREA INLET PROTECTION I. ROUGH GRADING CONSTRUCTION ENTRANCE/EXIT, SILT FENCE co O IP (SEE DETAIL, SHEET C4.2) PROTECTION SHALL RBE INSTALLED PRIOR TOETE WASHOUT AREA DTHE E Q CD Y ° INITIATION OF ROUGH GRADING, AS NEEDED. 0' GREEN SPACE INLET PROTECTION TEMPORARY EROSION CONTROL MEASURES TO BE � IP (SEE DETAIL, SHEET C4.2) INSTALLED UPON COMPLETION OF ROUGH GRADING AND m r7 CN C AS NECESSARY THROUGHOUT CONSTRUCTION. W N U Q) ® CONCRETE WASHOUT ll. U77LITY ALL PRIOR EROSION CONTROL MEASURES INSTALLED � � (SEE DETAIL, SHEET C4.2) INSTALLATION ABOVE TO BE MAINTAINED AS NECESSARY DURING UTILITY INSTALLATION. STORM STRUCTURE INLET O FLARED END SECTION PROTECTION PROTEC71ON SHALL BE INSTALLED AS STORM � O WITH 4'x6' RIP RAP AT OUTLET DRAINAGE SYSTEM IS CONSTRUCTED. V) o (SEE EROSION CONTROL DETAILS) 0 a u 111. PAVING ALL PRIOR EROSION CONTROL MEASURES INSTALLED J Ln Q o ABOVE TO BE MAINTAINED AS NECESSARY DURING � ° CONSTRUCTION ENTRANCE PAVING AND THROUGHOUT THE REMAINDER OF THE � O CE (SEE DETAIL, SHEET C4.2) PROJECT. F- m EIV FINAL GRADING/SOIL ALL TEMPORARY EROSION CONTROL MEASURES TO BE SHEET N U M B E R -° o -------m•-620•-�•---- EXISTING CONTOURS STABILIZA710NI REMOVED AT THE CONCLUSION OF THE PROJECT AS o ° LANDSCAPING DIRECTED BY THE LOCAL MUNICIPALITY. 4 . 1 ■ c o N o Lo O Q U (O 4-0 Z J L. ■� W LLJ(0 c ° C //♦� F- JN `o O V Q to r _ I = O 0 J N C) T R MAY BE USED SHORT TERM �- I v, V)U) OU o Qo� �; i ANGLE FILTER FABRIC PH UTILITY WORK AND w/ Q L' .•z ass So. FENCE TO ASSURE SOIL IS TRAPPED PHASING OF DEVELOPMENT i - Z + GQP�O PG ; .f,' N,. ---....------ ._........... Q 5)O I n g��a BOJ e, _e• •� 1 �E Z �W ° o�PPP :;4 :y: o Q :0, I 1" REBAR FOR BAG REMOVAL FLOW-�-- ! IEN Y O o J :.• ..,• Er-.0 •' \_` (� Q e:Q:'v .: :a�. a° '• tz d:.. CATCH BASIN GRATE - 3 a :v ' - • Z a RADIUS = 25' MIN. ..4•.P' �.:� a;�' INTERLOCKED I LO � o:a: :o' v N :b.. •.! EF y s 2"x 2" POSTS C-- - O Z c CLEAN PIT RUN OR 3"- 6" CLEAN ROCK gwl.I`\OF GREs AND ATTACH PLAN VIEW CATCH BASIN , N <O �o ssl NTS 60" AREA DRAIN v SUBGRADE REINFORCEMENT ��G * ° ! O GEOTEXTILE, AS REQUIRED p�� m; EXPANSION RESTRAINT CATCH BASIN 0 0 8" MIN. USE STITCHED LOOPS r- °m DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: N o a *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. FLOW � 1. BURY BOTTOM OF FILTER FABRIC 6" ° D. a I VERTICALLY BELOW FINISHED GRADE. E GRAVEL CONSTRUCTION I cO 2, 2"x 2" FIR, PINE OR STEEL o ENTRANCE CURB RAMP o = I N 1 FENCE POSTS. STORM PIPE • o _ v p ............ .00 I 3. POSTS TO BE INSTALLED ON •ai \ �m N O Q PAVEMENT o r _._ _.. a oiTai eorrora FLOW N N N ° UPHILL SIDE OF SLOPE T d - a 1 y n 4. COMPACT BOTH SIDES OF FILTER FABRIC `•n % ' ° • -n• _____ �\\x\\/ TRENCH. 4• • r " • ° na i 5. PANELS MUST BE PLACED °' �• a_. .;• '' o /i\/ / /%j / //\\%/\\///• q D ° e ACCORDING TO SPACING ON - /;\i/\\i p . PROFILE DETAIL NO.940 2"X2"X3/4" RUBBER BLOCKS DITCH INLET PLAN VIEW a NTS ° ° NOTES: POLYPROPLENE In -0 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF FILTER SACK (WOVEN) NOTES 6" overlap of bags. Z Z C SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL 1. ADDITIONAL MEASURES MUST BE O_ W c OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 0 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. I 36" WIDE ROLLS 0 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE N CONSIDERED DEPENDING ON SOIL THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. o WOVEN POLYPROPLENE SACK TYPES. O z 0 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION I 0_ U O_ ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. BIO-FILTER BAGS SHOULD BE U~j ° FILTERING SYSTEM. co STAKED WHERE APPLICABLE USING N ° z 5. DIMENSIONS co O U W SINGLE FAMILY I I ( I I (2) 1"x2"WOODEN STAKES OR o U o- 20' LONG BY 20' WIDE 8" DEEP OF -'4" MINUS CLEAN ROCK. NOTE: APPROVED EQUAL PER BAG. z o- COMMERCIAL 6'MAXIMUM SPACING FOR FURTHER INFORMATION FOR FURTHER INFORMATION W 3 ON DESIGN CRITERIA SEE 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION � O a- 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE FRONT VIEW CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE W GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER n 0 0 PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST z o W AND SEDIMENT CONTROL AND SEDIMENT CONTROL SERVICES EROSION PREVENTION W (n SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. FABRIC INLET SACKS TO BE DETERMINED HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL W 3 AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. � � W PLANNING AND DESIGN MANUAL E CONSTRUCTION ENTRANCE INLET PROTECTION �� INLET PROTECTION N Z° CleanWater� Services SEDIMENT FENCE C1ean%O Services TYPE 5 C1eanWaher\ Services TYPE 4 aeanWab;r Services 3 - Our commitment is clear. *or commitment is clear. *or commitment is clear. Our commitment is clear. � O Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 DRAWING NO. 915 REVISED 12-06 W J J -D C: z ° L o ~O z Q C O � W Z ° (O Q N (n 03 M 0 o\ Q o m o Q w z z Y Za _ J U 3: U O 0 Y Q (n Q w U a 4 z E cn o o U O ° � c O ° LLJw ° �Ep PROFF NGINEE SS 10, N STAKE (NP.) 2" �86691P R ■ ■ ■ ■ ■ ■ ■ ° Ys" DIA. NOTES: .0 a STEEL WIRE 4 1. ALL MANHOLE SECTIONS SHALL In L CONFORM TO THE REQUIREMENTS JOREGON c a OF ASTM C-478 AND APPLICABLE ° m PROVISIONS OF STD. MANHOLE ° B B STAPLE DETAIL / w SILT FILTER FENCE DRAWING NO. 010 Y FR NO c' o0 Fe - 2. INLET AND OUTLET PIPE NOT TO EXCEED J . PLYWOOD 18"DIA, EXIPRES:06/30/2015 v STRAW 48 x 24 FLARED END SECTION PAINTED WHITE 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW CONTROL EXCEEDING 18" DIA. 3 BALE (NP.) INLET OUTLET 4• ALL OUTLETS SHALL HAVE FLOW CONTROL o BLACK LETTERS DEVICE. w °CONCRETE° 6" HEIGHT V. rn ■ ■ ■ ■ ■ ■ ■ �■// �■// cv WASHOv o.5" LAG scREws SUMP VOLUME AVAILABLE rn / 10 MIL MINIMUM MAXIMUM 1 0 o PLASTIC LINING 3" WOOD POST FLOW SPACERS 60" M.H.= 58.9 CF 98.1 CF �1 O I o PLAN VIEW 3" X 3" X 8" 72" M.H.= 84.8 CF 141.3 CF 0 NOT TO SCALE a PLAN 84" M.H.= 115.4 CF 192.3 CF 0 o STAPLES PROVIDE SPECIAL DETAIL FOR VOLUME O F a (2 PER BALE) 10 MIL CONCRETE WASHOUT REQUIREMENTS EXCEEDING 192.3 CF 0- SIGN DETAIL PLASTIC LINING ° sr• 0 BINDING WIRE (OR EQIVALENT) .• SUMP VOLUME REQUIREMENTS NOTES Q 20 CF/1.0 CFS OF INFLOW ■ Ln 0 1.ACTUAL LAYOUT DETERMINED IN 0) FIELD, 58.9 CF MINIMUM REQUIRED o WOOD OR--//4STRAW BALE CULVERT INLET PROTECTION 5" MINIMUM "�.-�- a NATIVE MATERIAL j 2.THE CONCRETE WASHOUT SIGN ..T METAL STAKES (OPTIONAL) (2 SHALL BE INSTALLED WITHIN N.T.S. REMOVABLE WATERTIGHT CAP > c PER BALE) 30 FT OF THE TEMPORARY �� a ; w o CONCRETE WASHOUT FACILITY "`' OUTLET FLOW CONTROL PLASTIC OR DUCTILE IRON PIPE "T" SECTION B-B OR APPROVED EQUAL issass- NOT TO SCALE U c INLET FLOW" •2 FT FLOC OUTLET Z Y CONCRETE WASHOUT0 a. N.T.S. 1836 " QMIN. � " SECTION B-B V 00 •:� �t o o e B !' v o VARI DEPTH UMP BLE ;a, a; 60" MAXIMUM s'; 60" o ANCHOR TO WALL WITH STAINLESS STEEL RISER cMINICLAMP OR STAINLESS STEEL BAND AND STAINLESS Ln _ 36" MINIMUM k STEEL EXPANSION ANCHORS MIN. 2 PLACES. N o ` ;'; STEEL BAND TO BE MIN. OF 2" WIDE N :fir• �}` O ,•,...• •q.•.c ..E,4.,;,,;;.•,r. ;: •.•ti,q;,g..;, •�t ki" SELF TAPPING CONCRETE ANCHOR L •� 'a i'��;''q:: •,` :%i.-i:'�b'i°roes::•::'i':4':::e'?,t,t°•..g�"•,"..•i.;•, a.. PHILLIPS 5-12 OR EQUAL 7 � " X1"X1 )¢" STAINLESS STEEL BOLT. MANHOLE DIAMETER TO BE DETERMINED (D a° BY: v. ooQ w c 1. SUMP VOLUME REQUIREMENTS. V 2 NUMBER AND SIZE OF INLETS & cel 0 OUTLETS. � a U ° 0 0Q C S O T ) CLAMP DETAIL ° (SECTION A-A) Q N.T.S. r Y V Mn (A ° WATER QUALITY - w w 0) N l- MANHOLE (MECHANICAL) C1eanWaterr Services 0 3Our commitment is clear. O DRAWING NO. 240 REVISED 12-06 Q) V)L ° z � ° wQ o " OCD CD C - I-Q) m E o SHEET NUMBER 4 .2C ■ U c DOC. NO. 88-017318 SANITARY MANHOLE - N `� UNIVERSUS RIM = 67.20' UTILITY NOTES cn o Q TAX LOT 3300 LOW LINE 8" = 161,9' NORTH z o ' CMP IE OUT (S) = 163.19` 36" CMP IE OUT (S) = 163.29' MAP 1S-1-356A " I W), OUT (SE) _ GENERAL UTILITY NOTES J ° 64 LF OF 8 HDPE ® 1.00% D6 I L co 64 w w D5 I' 1. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS 52. _j N 0 589'51'08"E 2.37,65' / V ¢ J' _ - - - - x M} _ - 2. ALL SANITARY SEWER LINES SHALL BE PVC MEETING, ASTM D-3034 SDR 26 = O U N 52 LF OF 12 RCP ® 3.03% '; EXCEPT FOR SANITARY SEWER THAT CROSSES ABOVE WATER MAIN, THIS PIPE (n o0 o _ O E ® SEE NOTE #15 ! OGRAP GRAPHIC SCALE IN FEET SHALL BE AWWA C900 (UNLESS WATER MAIN CASING IS UTILIZED). PROVIDE (/� Y _ 36" MINIMUM COVER. w x 6.5' WIDE X 3.3' TALL ° x x x 0000000 ---- o \ Q Z j o " �° 100000nol - �O 3. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY ¢ o j BOX CULVERT 10 LF OF 12 RCP ® 0.20% ° D3 - -'� r SERVICES WITH ADJACENT PROPERTY OWNERS. •_ � z �w I.E. = 161.20' ,�, _ _ _ ,,,_. - `` cr o L, J W1 0 4. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL (z ¢ I � PROPOSED 12 PIPE , x F� BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. _ Y o CONNECTION TO EXISTING i �` Dl D2 ESN 2" DOMESTIC WATER \\ ` ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED > w� :5 6.5'x3.3' BOX CULVERT �% I 6 FIRE SERVICE 3 c: < °I SERVICE CONNECTION CONNECTION 6 DIP _ „ 2" DIP �' � UTILITY COMPANIES. � J o� f TO BE SEALED WITH �Nts-=�s�z 1 ° - 83 LF OF 12 RCP ® 0.10% ``� HYDRAULIC CONCRETE _ x \ ,n'1 5. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL Y z _/PR. PIPE INV: 161.20 (E) " D14 r PROPOSED i FLY DC `� \ ` �f \-- WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THELu Ln ° i Lam' APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED o Of z N EX. CULVERT INV: 161.08 (N,S) 9 LF OF 12" RCP ® 0.00% D4 . D7 \ , i BY THE ENGINEER. ON NASPHALT x x x BUILDING /� `� 6. CONTRACTOR TO CALL "811" (1-800-332-2344) TO COORDINATE FIELD o IL I (GFA 14,054 SF) S2 "G' I -} LOCATIONS OF EXISTING UNDERGROUND UTILITIES BEFORE ORDERING MATERIALS t_.' OR COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PARCEL 1 42 LF OF 15" RCP ® 0.30% ° /f, DOC. NO. 2011-028732 WING: 8" STORM STUB FF = 167'80 `� IMMEDIATELY. _ /� 'C 7. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, Q. IRRIGATION PRODUCTS, INC.,' FOR DOWNSPOUT 6" SANITARY STUB - C01 `v SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR �, d d ° TAX LOT 700 INV = 163.80 INV = 162.51 I , 2 _ o `�� SHALL EXCAVATE VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND MAP 1S-1-35BB CO2 ° ,� I I I I I w �i �,//��j ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/ I N co 6, o 0 F- _ D11 J . -•_- -• - - - -- - J S1 \\ \ ( y " '� DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. CO c� I c� cv o I - - - - - .- -- NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO N I N o CONSTRUCTION. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN E 29 LF aW �, \\ ° /�} THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. THE Y D13 0 15 LF OF 8" HDPE ® 0.52% lolf�- u 6" PVC ® 1.00 *mac H1 Ste, `✓ CITY OF TIGARD SHALL BE NOTIFIED OF ANY AND ALL CHANGES TO THE ® 18 LF OF \ DESIGN PLANS. a 6 PVC ® 1.02% " " \\\Q \\ S�\ `` �/' 8. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF a 38 LF OF 12 RCP ® 0.33% r�Q OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. cn cn cn J O O ti �' \, ✓' THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL I- ° EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING z z z z ° p� WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. C D12 �`o D9 D8 Gc t\\ \ °' u � � V) ° r- D10 \ \\ \ I� 9. CONTRACTOR TO AVOID DISRUPTION OF ANY ADJACENT TENANT'S TRAFFIC D O O O z OPERATIONS DURING INSTALLATION OF UTILITIES. � O F- O O O s 81 LF OF 12" RCP ® 0.33% 81 LF OF 12" CP ® 0.33% 68 L OF 12" RCP ® 0 3% / \ \\ \ c� > \ \\ D ' LJ f 10. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE OR CENTER OF MANHOLE z U > \ \\ 2 < 12" CONC CULVERT UNLESS NOTED OTHERWISE. O O O U U O C14 \\ IE IN (NW) = 164.24' 11. SEE ARCHITECTURAL AND MEP PLANS FOR EXACT UTILITY CONNECTION O' w w w w 3 \ ,p \\\ \ �`�j•� IE OUT (SE) = 163.82' LOCATIONS AT BUILDING. O O w w EB o , \ \ v \ 0 0 0 o p 0 12. LIGHT POLES SHOWN FOR COORDINATION PURPOSES ONLY AND DO NOT z o w o w w z J x \ \\` \ -- \ REPRESENT ACTUAL SIZE. SEE SITE LIGHTING PLANS BY OTHERS FOR MORE o > o 3 SEE NOTE 15 \ \ \\ INFORMATION. o � w w w o E ! I x \ \ '9O 13. SEE DETAILS FOR LOCATING STORM STRUCTURES WITHIN THE CURB LINE. \ 1 I - - - - - \ \ \ `�� 14 BEG NSWATER FACILITIES MUST BE FUNCTIONAL BEFORE BUILDING CONSTRUCTION cO `� "� N z ° 10 PUBLIC \\ \ t I i I I I I UTILITY \ � \ 15. SITE ELECTRICAL ROUTING AND INFRASTRUCTURE SHOWN FOR COORDINATION I- F_ _ I A OVERHANG x EASEMENT \ �G A U cp f- �' �' Z o LYNCH STYLE CATCH BASIN LYNCH STYLE CATCH U ' ;' I I I I ��c+ \ _,�_, l ONLY. SEE SITE ELECTRICAL DRAWINGS BY OTHERS FOR MORE DETAILED DESIGN w E �} O o ` RIM 164.52' RIM - 163.66' I i INFORMATION. o Z a I - T \ 16. CONTRACTOR MAY SUBSTITUTE C900 PVC PIPE FOR STORM SEWER PIPE WHERE w o o N V) o m m Z I I \ ` \ tJ \ ` RCP IS INDICATED ON THE PLANS IF THIS CHANGE WILL CONSTITUTE A COST � \ Q Uj Q I \ \ \ I G \ SAVINGS FOR THE OWNER. _ a o � I \ \ \ Y ¢ in ¢ w } I I \ \\ 17. RCP CONNECTION TO NYLOPLAST DRAIN BASINS SHALL WITH APPROVED ADS (n o o u SANITAR ADAPTER OR CONCRETE COLLAR CONNECTION PER DETAIL ON SHEET C6.2 iti RIM = 1 o ! I c \� FLOW Lir.6 IN (NWI PR op di w 1 o D � ��, 6 DIP � � �� esss,P y9 11 � 2" DIPS � ` � c EXISTING ELECTRIC \\ UTILITY LEGEND OREGON ° ASPHALT I UTILITY , % a ` ASPHALT Q �■■� EASEMENT �; - ` ` CYC Q3 I LAN P 1 1 E RE I ' Gci `L _ I ........_..._...._.--........ :rr . ...................- ......... EX. WATER LINE / " EX. HYDRANT SERVICE ENTER I +15' TALL SIGNI /�� EXIPRES:06/30/2015 C) C BOB LAMPHER S _ III 3 SERVICE CENTERI `m c n-�°�c_uG- �c_uo�, c_u EX. WATER VALVE BUILDING ``-�- .,,�,� J ; �-W---- -- EX. SANITARY SEWER UNE \ / t` EX. SANITARY SEWER MANHOLE Z o �I o fol WATER �/ ~ ' - / 1 jc EX. SANITARY SEWER CLEANOUT � � � � � , VAULT � ��f0; � „I aas,.� �. t j �{ EX. STORM DRAIN LINE 1 f ` EX. STORM MANHOLE 1..� �1 a � � LYNCH ST` 'y.,CA�H BASIN �Sg, JS - � 1 RIM 161, __ __ W6 f EX. STORM STRUCTURE/INLET o O '� E Ln o + - /' //� T �A 1 -__.__-__ G _ -- - EX. GAS LINE L (oo a Ix-mlX- x- Y ._1.. .../ I i W5 1 (� 0 0 s _ w - - -OHW_-. - _ __ _ o;w- _ OHW - - aww _ a w _ or _ _ _ �+w__ o mr _ _ _ aww _ a�+w - f C_� EX. GAS METER t f S$9�49'34"E 370.02' --- > o � OLE WITH \ W4 -----ONE EX. UNDERGROUND ELECTRIC LINE w x ASPHALT TAX LOT 700 � e TRANySFORMERS _j c "" `-- a+w - _._ OHW o�w MAP 1S-1-35BB ASPHALT J r ff j 2 - - --T -- EX. UNDERGROUND TELEPHONE LINE F_ 1 0 S; __ Ico: "' •.. artw�� /o� EX. LIGHT POLE Y ° - 6' CYCLONE FENCE - E ELEC PROPOSED UNDERGROUND ELECTRIC LINE 6.5 WIDE X 3.3 TALL .- , ,0 , �' BOX CULVERT A� LT ,,• GAS GAS GAS UNE (BY GAS COMPANY) ASPHALT TAX LOT 202 .- /// Q .0 I.E. = 160.20' ` • MAP 1S-1-35BC f -' ( % TEL PROPOSED PHONE LINE sw GAS-=�� c^s / > > PROPOSED STORM SEWER UNE PROPOSED OPEN LID STORM STRUCTURE 0 00 _�� _ _ PAVEMENT USE NEENAH R 2540 VVA TER, G I y «.11C { U(:E Tl�i3LE SANITAR I' STRUG I URE I AC3.;, SANITARY MANHOLc ( ) RP "STORM STRUCTURE URL T q STO{�fUi STRUCT R� T "TO M STRUCTURE TABLE , ° 7 „A r,= (GRASS USE NEENAH R-4340-B BEEHIVE) s.�. _ (G E) � �= � _� `: � ` RIM - 165.17' O _ _ R NAME: DETAILS. STRUCTUP,E NAME: DETAILS• STRUCTURE NAME: DETAILS: : DETAILS: STRUCTURE NAME: DETAILS: STRUCTURE AP E: \ - „, _ � I.E. $ !N (NL � W) - 159.0 � PROPOSED CLOSED LID STORM STRUCTURE N ° , - 8" ' O (PAVEMENT USE NEENAH R-1772) Ln 0 4' DIA. MH WITH TIDEFLEX 24" NYLOPLAST 6' DIA. WATER QUALITY REMOTE FIRE DEPARTMENT CONNECTION. 4' DIA. MH I.E, ix OUT (S�) = 158,6 O TF-1 BACKFLOW PREVENTOR DRAIN BASIN MANHOLE WITH 48" DEEP SEE ARCHITECTURAL PLANS FOR RIM: 167.1 / \ j (GRASS USE NEENAH R-1786) ° D6 FDC1 WATER LINE ROUTING. S1 INV IN: 162.33 (W) �� ON INCOMING PIPE (EAST) RIM: 167.2 SUMP (SEE DETAIL) •` D1 SEE DETAIL ON SHEET C6.2 INV OUT: 163.91 (W) D11 RIM: 167.7 FG ELEV: 167.6 INV OUT: 162.13 (E) ® PROPOSED OPEN LID CURB STRUCTURE L (66.12 C&G USE NEENAH R-3281-A) RIM: 166.0 INV IN: 161.83 (S) FIRE HYDRANT t FH1 4 DIA. MH \ PROPOSED SANITARY SEWER LINE INV IN: 161.22 (E) 24" NYLOPLAST INV IN: 163.72 (E) FG ELEV: 167.6 RIM: 168.0 ff \ INV OUT: 161.22 (W) DRAIN BASIN INV OUT: 161.83 (NW) 1 O D7 RIM: 166.7 r W1 2" GATE VALVE IN VALVE BOX S2 INV IN: 161.64 (NW) e PROPOSED SANITARY MANHOLE U) OUTFLOW CONTROL STRUCTURE I 28" DIA. INLET CB FG ELEV: 167.8 INV IN: 161.84 (W) 0 a SEE DETAIL NO. 720 ON SHEET WITH 18" DEEP SUMP INV OUT: 161.64 (SE) l?J • PROPOSED STORM/SANITARY CLEANOUT Q p C1.1. STRUCTURE SIZE TO 28" DIA. INLET CB GATE °� o MATCH ODOT TYPE G2 CATCH WITH 18" DEEP SUMP D12 RIM: 164.4 W2 CONNECTIONLVE AT PROPOSED J .N pg INV IN: 162.28 (NW) W W PROPOSED WATER LINE (� O BASIN. SEE DETAIL ON SHEET RIM: 165.2 FG ELEV: 165.0 liOf o D2 C6.2. INV OUT: 162.28 (E) O INV OUT: 162.50 (W) PROPOSED VALVE VAULT ° a UPPER GRATE: 165.60 CONNECT TO EXISTING 6 WATER LINE WITH 6 TAPPING SADDLE UTILITY CROSSING LEGEND c� Y o LOWER GRATE: 164.60 28" DIA. INLET CB (CONTRACTOR TO VERIFY SIZE DEPTH AND LOCATION OF ® Of 48" DIA. INLET CB PROPOSED VALVE BOX WITH 18" DEEP SUMP EXISTING WATERMAIN PRIOR TO ORDERING MATERIALS AND C01 2" WATER B/P = 164.35 r D WITH 18" DEEP SUMP D13 W3 v co INV IN: 161.30 (E) RIM: 165.5 RIM: 164.9 NOTIFY THE ENGINEER IMMEDIATELY IF THERE 6 WATER B/P = 163.93 ® ® PROPOSED WATER STRUCTURES m ° INV OUT- 161.30 (W) D9 INV OUT: 162.40 (SE) ARE ANY DISCREPANCIES) 6" SANITARY T/P = 162.43 Z N ° INV IN: 162.28 (E) PROPOSED FIRE HYDRANT W �, � FG ELEV: 165.0 FES INV IN: 162.28 (NE) CO2 8" STORM B/P = 163.90 p) D3 INV OUT: 162.28 (W) SEE DETAIL NO. 720 ON SHEET W4 2" GATE VALVE IN VALVE BOX 6" SANITARY T/P = 163.01 R PROPOSED LIGHT POLE O � INV IN: 161.70 (NE) „ C1.1. STRUCTURE SIZE TO MATCH FG ELEV: 165.0 ® u �� Of _ 48 DIA. INLET CB ODOT TYPE G2 CATCH BASIN � O o FES WITH 18" DEEP SUMP D14 SEE DETAIL ON SHEET C6.2 W5 1 1/2" DOMESTIC WATER SERVICE METER Fill D4 RIM: 165.0 UPPER GRATE: 163.70 FG ELEV: 164.7 NOTE: WATER MAIN QUALITY PIPE IS TO BE PROPOSED TRANSFORMER PAD (BY OTHERS) INV IN: 161.70 (SE) D10 INV IN: 162.01 (W) LOWER GRATE: 161.70 USED TO CONSTRUCT SEWER MAIN OR WATER Ln < Q) 2" DOMESTIC SERVICE BACKFLOW PREVENTION ASSEMBLY Q :. o INV IN: 162.01 (E) W6 MAIN IS TO BE ENCASED FOR 10-FT ON CO CD 24" NYLOPLAST INV OUT: 162.01 (N) INV OUT: 161.30 (W) FG ELEV: 164.7 EACH SIDE OF A CROSSING WHERE THERE IS ■ DRAIN BASIN WITH LESS THAN 18-IN SEPARATION. 24" SUMP FIRE SERVICE BACKFLOW PREVENTION ASSEMBLY (6" DOUBLE m E 4 DIA. MH W7 CHECK VALVE ASSEMBLY IN 676-WA VAULT ° D5 RIM: 165.3 ) SHEET NUMBER -0 ° RIM: 167.2 7 o EX INV IN: 161.08 (N) FG ELEV: 165.0 INV IN: 163.27 (E) INV IN: 161.20 (E) 0 .� INV OUT: 163.27 (SW) C5 . 0 INV OUT: 161.08 (S) U ■ • �, 211 North Lindbergh Blvd. • • • St. Louis, MO 63141 04 ° CONSTRUCT 1/2" TO • • • • • 888.535.5005 tel 0 Q 3/4" RADIUS LIP • • • • 314.754.0835 fax t° ° ,---- ---- -1 CONSTRUCT DRIVEWAY APRON 4-0 specify@anovafurnishings.com Z -1°0' C: ANOVAT. -� N J N ° MIN. 3" SAWCUT AND anovafurnishings.com VERTICAL BREAK 9 " d r if d • 0 0 • Material T O U J I • • • • • The bike rack is 14.63 wide and can accommodate 3 bicycles.The rack is EXISTING ' . ' . d •4. • e • • �y �A V) o p E ;-^ GU'iTEF>i°- `a d °: ' • made from 2.38'O.D.x 10-gauge wall steel tubing.The product is protected �// (� Lo Y PAVEMENT ° °a : ;. , • .; , �_� �. _ • • with FusionGuardb rust protection and is finished with a high-gloss powder ¢ X z 0 SECTION L L�U� ( _! coat.The legs feature a 5"diameter mounting plate with predrilled holes for Q o W Q O G c 1 I- T surface attachment. Mounting hardware is not included. Q L`'_ 2" OF 3/4"-0" COMPACTED AGGREGATE 0 0 1 6" Finish Z LO LI 0 1" LIJ CURB AND GUTTER Fade-resistant powder coated steel components feature a state-of-the art �/ o¢In primer proven to prevent rusting.Treated components exceed the Industry = = p ° SEE NOTE 4 standard by 34%in testing by independent sources. O 3 Color J� 1 ° 2" R ° This product is available in the following vibrant colors: Black, Blue, Bronze, _J �0 " Brown, Burgundy,Camel,Charcoal, Evergreen,Gray, Navy,Orange, Purple, Y Z to to 3" R d'4 4 /4" RADIUS 1 2 TO Red Sae Silver Teal Vanilla White and Yellow. w REVERSE GUTTER °. � WIDTH VARIES - SEE PLAN 3/4" RADIUS LIP �Sage, � � � u7� ° PITCH SAWCUT MIN 2' W N F\,�3/4" PER FT. �_ FROM FACE OF CURB Assembly P.C. CONCRETE PAVEMENT W/ N Q O -- The bike rack requires no assembly except for the surface mounting. �_ C: _ -a __ _d- 6x6 W1.11-W1.11 W.W.F. _ _ ..� CONSTRUCT DRIVEWAY APRON O EL - 4 ' ° Maintenance ° a 2" FOR DEPRESSED A I The roduct is virtuall maintenance-free and re uires only to 4 _ a. a ; .. v. 18"' � 4 5' •o � p y q ' y periodic cleaning o CURB AT DRIVE a with a sponge and a solution of mild detergent and water to remove surface d ' 6" 6" 6" ENTRANCES dirt. Do not clean with solvent or petroleum based products. ° d ° ° 1/2 FOR SPECIAL ,s �• N - d ,, ::. a;'r : .. ;:.:.°i:.`. •: EXISTING ;p. °.. Warranty a ° d DEPRESSED CURB - fil -° ° a AT ADA RAMPS III-I _ ' " " '' ° ' g D 20-year limited structural warranty with 7-year finish warranty from the date of C ° ° 4 . Q - PAVEMENT ° d ° ° III-I - =-III SECTION ��ULi �w��)�Ci :.�•. °'• :��IG^_i �i'-'�lJ purchase. to d W ° ° ° 3500 P.S.I. ,�- "� L /l;;: .°. > I _ ° a °.: ° CONCRETE III-I I- - =-I `�� -J' �2" OF 3/4"-0" COMPACTED AGGREGATE 14.63"�► N o - . : :: :1 14 STANDARD CURB E -SCARIFIED AND COMPACTED ?� ND D -9.88"--w- :77-. YTO AT LEAST 95% OF THE MODIFIED AGGREGATE BASE COURSE �� �\ \' \` \` \` �` \` \`\` PROCTOR MAXIMUM DRY DENSITY (CA-6), COMPACTED TO 95% � ���/��//�// MODIFIED PROCTOR DENSITY NOTES: NOTES: LBR3PSURF TWO - 3/4" x V-6" SMOOTH ROUND STEEL 1. ALL SIDEWALK SHALL BE CONSTRUCTED WITH CONCRETE WITH A MINIMUM COMPRESSIVE METRO BIKE RACK DOWEL BARS WITH ONE END GREASED AND STRENGTH OF 3,500 PSI AT 14 DAYS, 4,000 PSI AT 28 DAYS. 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE ° FITTED WITH METAL EXPANSION CAP AND 2. PROVIDE 1/2" EXPANSION JOINTS AT 20', MAXIMUM, SPACING AND FILLED WITH TO CURB FACE AS POSSIBLE. 3-bike capacity, powder coated, ° PLACED THROUGH 1/2" PREMOLDED JOINT PREMOLDED BITUMINOUS EXPANSION JOINT FILLER MATERIAL OR REDWOOD. EXPANSION surface mount bike rack o w C JOINTS SHALL HAVE #4 DOWELS, LUBRICATED, 18" LONG, AT 12" CENTERS, 6" FROM 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS : 3" COMPACTED GRANULAR BEDDING EDGE. DIRECTED BY THE ENGINEER. 36.00 U � Cn COMPACTED CLAY SUB-BASE 3. PROVIDE 3/8" GROOVED CONTROL JOINTS AT 5' CENTERS. 0_ 00 00 ° 4. WELDED WIRE FABRIC (6X6-6X6) SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2" 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET � Cn ABOVE SLAB BOTTOM. OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED 2.38"o.D. z � NOTES: 5. PROVIDE 1/2" BITUMINOUS EXPANSION JOINT FILLER MATERIAL WHERE WALK ABUTS AND REPLACED. O D W ° USE TWO - #5 REBARS FOR 10 L.F. ON EITHER SIDE OF ALL UTILITY TRENCHES. EXISTING IMPROVEMENTS AND AT ALL CHANGES IN GRADE O 6. USE 2-#4 REINFORCING BARS, 10' LONG OVER ALL UTILITY TRENCHES FOR NEW 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING � W 3 INSTALL EXPANSION JOINTS EVERY 50 FT. AND SAW-CUT CONSTRUCTION JOINTS SIDEWALK AND CONNECTIONS TO EXISTING SIDEWALK. PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE o a o EVERY 25 FT. 7. AT DRIVE APPROACHES, SIDEWALK PCC AND BASE THICKNESS SHALL MATCH THAT OF BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE `` o THE DRIVE. SUPPORT UNDER PAVEMENT. o W :3 CONCRETE SIDEWALK � 5 LLI B6.12 CURB & GUTTER N.T.S. 5. AFTER CONCRETE HAS CURED, SEAL JOINT. -►� �ss.00" U E N.T.S. 17.25" -► U U APPROVED BY: O a, -0 /� No SCALE Shipping Information z 3 V) I/ \ AGUSTIN P. DUENAS -p _ ENGINEERING DEPARTMENT CURB KNOCKOUT DWG. N0. Unit wt. Unit Shipping Wt.UPS Unit Shipping Wt.Truck Unit Ship Size Max Units Pallet Wt. Total No.Pkgs Shipping Class C7 CITY ENGINEER 1-2 Units (n �p 13125 S.W.HALL BLVD. ( ) (3-k•units) w/Pallet per Pallet (48"x 32 J - TIGARD,OREGON 97223 FOR DRIVEWAYS 0 cO F- Of Of Z Q c_........._._.. _. VOIOF 11GAWCE. (503)639-4171 MARCH 1998 145 25 lbs 37 lbs/unit 29 lbs/unit 11 cu.ft. 12 50 lbs 1 70 W 0 FAX (503)664-7297 W CITY 011 APPROVAL DATE MildC 1/]USA. Tw O Ln W r Z r Revised:05/08/13-9 Copyright©2013 ANOVA � I- > Z (D Q N (n m m o o o� Q o °° o I- WDQ CO w Z Z Y U 0- _ _J U 3 U a NOTE: 30" REFLECTIVE Y Lo o o v (n SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. TRAFFIC PAINT Z POUR CONCRETE SIDEWALK TO BOLLARD. WIDTH OF LANE NOTES: Special depressed O o 150 Ramp 150 Side curb Ramp curb Expansion joint U 1" MAX. 6" 1. DETECTABLE WARNINGS (6) width (6) width Gutter slope ° CONCRETE WASH DOME-PROVIDE 24" TYPICAL) SHALL CONSIST OF _ - o•: 1:20 max. -_ _ PROF�c TRUNCATED DOMES ----- :;v.'r_ -- >`o::.-_____ �� GINE `s SMOOTH, ROUND SURFACE WHICH CONTRAST ___ ___ o::::�:" -______:•:;o:::-== _ 5 � 91P�R soy STOP BAR VISUALLY WITH 2.35'n. SECT. _ _- : '.o: =_= _ ___- 6" PIPE - CONCRETE FILLED. REFER 7.6' -I o ADJOINING SURFACES, /a 00000 = - 000000 N EITHER _-_= 00000 _--- 000coc �o N Curb rise - ------------- � o TO PLANS FOR LOCATION. PAINT LIGHT-ON-DARK OR DETAIL A = U ■ U o N U ■ I'7 HYDRANT BEHIND CURBTIGHT SIDEWALK CLASS "A" ))NATIVE BACKFILL ( CLASS B)) GRANULAR BACKFILL cA `\ \\ \\ \\ \\ \`\ \\ \`e \\�\\ \\ \\ \\ \\ \'\ \\ A ® zc„� 18 MIN // // // // / // /�' r// /,/ r / // // // // // W B FINISHED GRADE +�'' -I a) l� 24" MAX /\\/\\/\\/• ,. \ \f� - •� .. A b- _ _ AC PAVEMENT REPLACEMENT. L -� w w� w SEE NOTE 4. O V Q �N T_ BREAK FLANGE �\\ `\ \\ \ .. . . Q : �`'` \/\\ \�'` �_� 18" MIN G 3" MIN A 4//\//\//� 4 q4..: ,\'\ I 6» MIN. SEE NOTE 4. --- 4" MIN. = 0 0 N / / r / , -. ;+ . 4" ` a/ / MOUND EXCESS MATERIAL TO ALLOW O O >, • ; . : 4 ' \ \ \ 12" MAX. �,'�0 E 6 MAX 'i\ \ \ " 41" \ \ FOR SETTLEMENT. CONTRACTOR /\/ /J'/,•,''�✓,,,; "° ., ."' " . �... -',° ..., • ,,'/.'',/ f SAWCUT CLEAN EDGE FOR � � Q � ..z Y % ° ' " \'�\� SHALL RESTORE ALL LANDSCAPING x D- 4 . . < <. . \\ \\, , AC PAVEMENT REPLACEMENT. Q w � \" • : ' a ,•,� ..� g. /f,.•� TO PRE-EXISTING CONDITIONS. _ � SAND SEAL JOINT. f Q ��� A <, ( z v EXISTING z In o w EXISTING o Co uo J ' GROUND Q AC PAVEMENT B Cfi ) > � D � F DO - _ 3 D �� <.., `% -- /�/ ✓ ROADWAY ,\ \ .. I t - C , I /f /' BASE I I > r0 6" CLASS 52 DI PIPE f '°. i i /\�` r ` \ �\ LL G Y w / TABLE 1 „ „ ,, ,11 L CLASS A �` / \/j�/ r\ r� \ PROFILE VIEW I I %` /\ Q o NATIVE \ \ „ » „ E , p BRANCH THRUST BLOCK BACKFILL /\\ / CLASS B 3/4"-0" E --- � _ t� PIPE DIA BEARING AREA //\ CRUSHED ROCK / F O o- 0 ..;; --__ (IN) (SF) \\ GRANULAR BACKFILL _ �% '. O 1.3 �. HYDRANT IN PLANTER STRIP '---- co 6 2.8 /\\�Vr'°. \// 12" tt- a 18" MIN E 8 5.0 PIPE \`� \ i 24" MAX , / ,✓\ 12 11.3 ZONE IPE ODUj 18" MIN 3" BREAK FLANGE '_` 3 MIN KEYNOTES: :i= \�, 6 PIPE BASE '� - `�' o 6" MAX A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK N "` �Y- - SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY �✓ / - \ ., .; „ " i/� - DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) i i�� B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR TYP. TYP. o / � s TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6 MINIMUM KEYNOTES: 24" MIN. BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH 01 KEYNOTES: C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. NOTES• "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP D. LINE-SIZE GATE VALVE (FLG X MJ). 1. PIPE ZONE MATERIAL SHALL BE 3/4 -0 CRUSHED ROCK GRANULAR BACKFILL OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. No. 3. FOLLOWER. ALL JOINTS IN E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. COMPACTED TO 95% OF AASHTO T-99. B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK CONCRETE OR AC C: HYDRANT ASSEMBLY SHALL BE PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4" COMPACTED p FULLY RESTRAINED. 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND „ ° B. 6" GATE VALVE. WRAP TEE AND GENERAL NOTES: 1"-0" CRUSHED ROCK. REBAR SHALL BE 2 DEEP AND 6 FROM EDGE OF 1= REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO VALVE WITH 3 LAYERS OF 8 MIL 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE PAD. PAD SHALL BE CENTERED AROUND VALVE BOX "- E. 12"X12" CONCRETE PIER BLOCK T-99 IN LIFTS NOT EXCEEDING 18 (LOOSE MEASURE). z POLYETHYLENE PRIOR TO TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. O s BACKFILLING. ON UNDISTURBED NATIVE SOIL. „ t- SADDLE WILL BE INSTALLED. " » „ D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 48 FROMCn 0 3. CLASS B 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED N z F. DRAIN ROCK POCKET. 4 CUBIC 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. FINISHED GRADE. SEE DETAIL No. 5. AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. ° C. TEE. NEW CONSTRUCTION TEE 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. SHALL BE MJ X MJ. CONNECTIONS FEET MINIMUM. FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. EXTEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH z TO EXISTING MAINS SHALL BE 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE � O TAPPING TEE PER DETAIL No. 8. G. MAINTAIN MINIMUM CLEAR SPACE 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR JURISDICTIONAL REQUIREMENTS. POLYETHYLENE TAPE. � LL_ PRIOR TO TAPPING. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND THRUST BLOCK REQUIRED ONLY IN ALL DIRECTIONS PER DETAIL No. z o FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE LARGER SHALL BE MJ BUTTERFLY VALVES. Ld w 3 AROUND HYDRANTS IS PROHIBITED. 6• CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN, G. 2" SQUARE OPERATING NUT. o CQ Q E Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 Valley FIRE HYDRANT y Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 ft. TYPICAL TRENCH - TYPICAL VALVE DETAIL $ DETAIL TAPPING SADDLE DETAIL � DETAIL �� T. � �_ � APPROVED:MFK z (� /� APPROVED:MFK /� APPROVED:MFK SETTING I N G U) STANDARD O I 8 �/� � APPROVED:MFK BACKFILL- 1850 SW 1.70th Ave. 13cavcl-ton,OR 97006 VX 150 SW 170th Ave.Avc. Beaverton,OR 97006 0 1850 SW 170th Ave. Beaverton,OR 97006 SCALE:NONE 1850 SW 170th Ave. Beaverton,OR 97006 SCALE:NONE w � � 0 30 (503 64�1511 www.tvwd.arr SCALE:NONE INSTALLATION (503)642-1511 www.tvwd.org �- SCALE:NONE (503)642-1511 www.tvwd,org I- w w o ) ? b (503)64_ 1511 wwwA wd.orb U c0 I- Z vi ° o d 0 J U W Q 0 m � Co Q N (n o' O C Q 0 m 0 z Q CO w z z Y O a = _j CD � U ° � Q (n Q W U co 0 0 U W C z ° C) � 2 A NRD RFssi �C6 86 1P oy j Q7 9< m d s ! ?OREGON � a I 0 rn ° C) B SEE STANDARD DRAWING NO. 320 FOR r ONE TWO y�FR No�� J . RECESSED SEVEN N0. 3 BARS 0 FRAME AND COVER. NO. 5 NO. 3 A " EXIPRES:06/30/2015 C BAR BARS AREA AT 5" O.C. 27" 3Xs' STAINLESS STEEL CHAIN OR CABLE U ° a • a.� • I STRUCTURE TASOAP ROVED.RIFICE TCHAIIN OR CABLE n 3 • --- °" •e °' •a •' SLOT SHALL BE SHALL BE SMALL ENOUGH TO ALLOW ORIFICE 4 , " y • w -a' Ml 1"X5" CENTERED PLATE BE REMOVE FROM GU DE. OR CE • PLATE N B MANUFACTURED 0 a - - - - - _ �v�a_ _ _ ,s' d_e•: \4• A A A _..,_ FROM HDPE D R Y" STAINLESS STEEL. CJ/A/' ° d TYP. 5/8- X 3•• BOLTS 2 1/2" O -- -- + v •a' a N 1/4' /2 EACH END - ° A. '• a ° _ m 2„ i i1 2 t/2" x t/2" N > n ,, a a' SO. EDGE FLAT BAR SECTION A-A v ORIFICE SIZE 0.501 IN of c . 3" x 2 1 2" x 3 e" ORIFICE ELEVATION 161,30 N a : a ' I 1 ANGLE SPACER REQUIRED FOR Q INVERT OF PIPE. MULTIPLE ORIFICES � • :1+ 1 a TYP. ALIGN INVERT OF ORIFICE TO a) rl CD L RECESSED CURB INLETS p` o PLAN VIEW TO BE REINFORCED CONCRETE INSTALLED IN 3„ .3 1/2"o .- PLAN ° ACCORDANCE WITH PLAN PLAN PLATE THICKNESS +1/4" Q _0 B CURB DRAWING NO. 310 VARIES TO MATCH SEE STD DRAWING NO. 320 1 1/2" MIN O � (D TOP OF CURB TYPE FOR FRAME AND COVER. PAVEMENT 13 1/2- �I I-�- 2"MIN TOP 0 GUIDE ®.• ' 'A + a g•f 2 1 2" t3" BLOW GRATE U 4 o' a•.•• •: c .• a a B 3/8" X 2 1/2" FLAT BARS .N A -' • a :a,• 2" AT 1 7/8" ON CENTER 3' Y •` 4 1 1/2• NO. 5 BAR I' `I 3" WEEP •' o I D O I o > HOLES -A : x NORMAL SLOPE ' 6•' ( P) I _ I z O •a• OF PAVEMENT k • •• 3• i lOiMINiMUM -► i � I 18" .� f 1 r I Ln a I " i 21 MAX y ad 1 11114 111 J fn CROSS BARS 1 I I - I MAX + w 3/8" ROUND ■ 1 I I I N N .'a • a I mw 1 Go 1 I (V Q) \ tI Z i U O 0 L 6" FOR POURED IN • a 0 * 2"MIN. r I � c` a4 PLACE 2 5/8• r Z I 2"MIN. :•. 5" WITH \ -� m o 1 ED REINFORCEMENT p • '+ j N ° °' p • 4 v FOR PRECAST : �; • a NO. 3 BARS • o •. ed • v a • 6" OPTION: CONST. JOINT= \ C - - ----------- ------ O NO 3 -'4+' - •• +• •♦ ', 1/3 OF SURFACE AREA BAR ,p p SECTION A-A SECTION B-B w MIN.11/2• 2' 9 GATE AND INCLUDE BOTTOM CHANNEL . a E3 }�"' DIA. WEEPHOLES RIFICE PLAE GUIDE SHALL FIT STOP NOTES: 4 PLAN TYPICAL BOTH ENDS ORIFICE PLATE GUIDE. SEE HOOK 3/8" X 2" FLAT Li- c 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. • n• • OUTER BARS AND SECTION B-B U) 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN 48". SEE STANDARD a.n BAR DETAIL BARS EACH ENO 3/16" EVERY SECOND rn INNER BAR Q DRAWING N0, 100, SET FIRST STEP 12" FROM TOP OF GRATE. NOTE: (o a 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3'4-0" COMPACTED BASE MATERIAL. - '• U m 4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE a"a }I" SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLICATION MEETING ASTM A-497. SECTION A-A ANCHORS, PHILLIPS 5-12 OR . :" +' ^/ Q 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2• TO 4". MIN. 1 1/2` APPROVED EQUAL. . :• A 3" MIN. SPACER IS REQUIRED AS 11..r` 0 HOOK BAR NOTE: }�" x 1-X2" STAINLESS STEEL SHOWN. SPACER TO MATCH PLATE GUIDE 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP DIMENSIONS, WIDTH, MATERIAL o BELOW LOWEST PIPE INVERT. FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. BOLT. ° 7. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. DETAIL ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. WITH A WATER TIGHT SEAL. (D ° Y GUTTER & CURB U Mn INLET CATCH BASIN GUTTER & CURB INLET CATCH CATCH BASIN - z N aeanWater� Services /�-�y�� ORIFICE PLATE w Our commitment is clear. UleanWate\ Serv><ees FRAME AND GRATE (CG-2) CleanWater Services �'DRAWING NO. 300 (CG-- 2) REVISED 12-06 BASIN (CG-2) REINFORCEMENTAND GUIDE C1eanWate Services DRAWING N O 31 O REVISED 12-06 Our commitment is clear. DRAWING N O. 320 REVISED 12-06 Our commitment is clear. Our commitment is clear. U DRAWING NO. 730 REVISED 12-06 a o 1) z LO w � LO < Q 2 CID o O C� CD F- m E D SHEET NUMBER 0 V) 6 . 1 2" 1212 ' .' Proposed Pavement o MAXI TYP I . ' 4- & Curb N O .. U) PRE HOLES ST SANITARYCONICAL 9 f•... a G• 9 0. . • e d v A Block Retaining Wall r•..:'' ; 4 VA�+ r.:' W O COVER ONLY :; U Z J _J $,o C E •�• .ca w w co = 1 FLAT FACE LETTERING (RECESSED FLUSH) f•• d T p J Drainage Layer N Gf Infill // / c9. � �o�,o Y Now Soil // /// ` �' ¢ X 2E w J�Q �O O�A`52�. 0 0 Geogrid Length: Only if Required by .,.� a Retained O 2 z~<O= O IFCOO.802 0 Manufacturer and approved by Engineer ,;.�,;,.•,; T� ¢ O o z 260384 0 �Lw c Perforated Drain with Filter Sock LE_ LJ/ 5011 V N Ili� 0 , �•�/ [Connect to adjacent storm sewer] •;' 'f / / i ca � a It 3 O O oory 0 QO Contractor Shall Protect / J n D0260365 florormBx r:.,;:. ;;:'�. .0 / Y >O Adjacent Property ' / / 00 O 0 p a s / r' / �W (1) OPEN �iNS TO 5��� 04 Of 3 0 / / // O D- PICKHOLE p ::� -;.-T;...'•. • Foundation ./ / / U (16) 3�4 Compacted / / / / PLAN VIEW HOLES As SHOWN COVER BACK SANITARY / /. // // Soil Granular Base •U L // // / // // In 24-3/4" a 24 3/4" DIA. Filter Cloth O THIS DETAIL IS FOR INFORMATIONAL USE ONLY. d L'' a THE CONTRACTOR SHALL SUBMIT SHOP _ I' 22 _ I o WHICHDRAWNGS S ALOF THE L BE SIGNEDNING WALL AND SEALED BYI AN 1 N ~ 7/8" N N N ¢ I 1/4" m a PROFESSIONAL ENGINEER. 1 1 I I I > _I 1 27" W_ z N - N (0 t1) d Y TT 25" D I- RETAINING WALL DETAIL 2 7/8" L ,., 6„ SQ. II N.T.S. 3" 7- .0 1 1/2 1 1 81-611 0 7 1/2" SQ. 0 PICKHOLE DETAIL 3" 3" NOTES: GATE OPENINGCn C/) C 22 1/2" D IA. 1.-Connection and pipe to be backfilled per ASTM D2321. INTERNAL COUPLER EXISTING -- Z I- Z Z O - SPIGOT ADAPTER GRADE O Z W W 2.-In lieu of an internal cylinder,an HOPE watertight repair coupler can 23" '- I be used to connect HDPE pipe to CMR - w SECTION VIEW ( 24-1/2" _ 3.-Internal cyllnder adapter Is not recommended for downstream HOPE PIPE TO / U � � Cl) O (" connections. BE CONNECTED O 31" / \ O U U � O O Z O_ / \ N Z H > 0 W Z NOTES: EXISTING / / \ \ O Q� LLI LLI 3 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS EXCAVATE EXISTING GRADETOM-1- RCP PIPE O w C1 CL SOIL INTRUSION&TO CREATE SAFE SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. WORK AREA - o 0 0 0 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 00 6 O CONRETE z p Q w w LLJ 4. NOTCH LID FOR LIFTING HOOK. 0 w w cn c_n Z 3 FINISH GRADE > > W 0o FILLED STEEL CAST IN PLACE \ / C) Cl) > w w Q I_ STORM WATER SUBURBAN AND STANDARD CONCRETE NCAS t1ENT PIPE BOLLARD ¢ - ¢ CAST RJ PLACE • TaROUND MANHOLE LID �- I7 N z MANHOLE FRAME AND COVER CeanWaer Services BE WRAPPED CONCRETE -p Clea Services VARIES CONNECTION NON-WOVEN GEOTEXTILE TO ENCASEMENT \ / rn - Our commitment is clear. Onr Commitment it CIeYr. ECP PIE BE WRAPPED AROUND \ / _ REVISED 12-06 DRAWING NO. 110 SANITARY REVISED 12-06 A RCP PIPE CONNECTION DRAWING N0. 120 3 c •.. U ~ � 0:' z 0 0 W Level 1 w LO J N - p ,n ,�, z } W 100• _ Off � � m Q CD � co ¢ cv cn L 0 co A ¢ � w d ¢ z z o z N SECTION"A-A" _ JU' 3: U O CLASS I BEDDING - Y Q (n Q W TO SUPPORT U W Of _ CONCRETE TRASH ENCLOSURE DETAIL V) N.T.S. Cn E z d - i UPDATED DRAWING TJR 1 01124.V7 CKS Q O b2(YlM5,INr. RE(. DESCRIPTION I BY i MIwDonrY I CHILD ED PROF S U ADVANCED DRAINAGE SYSTEMS,INC.(•A057 NAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS K.J.M. G) DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN CANG I NEF�, Q N SERVICES FOR THIS PROJECT,NOR HAS AAS INOEPENDENRY VERIFIED THE INFORMATION SUPPLIED. THE fNSTAtIAT1ON DETNLS DIBBna1dR YIPS CONN6Cr[ON8 46x0 T-.- IS „ Q PROVIDED HEREIN ARE GENERAL ECOMMENDATIONS AND ARE NOT.SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SNAL- POR RCP D ,V,, HnLaRD.oHw 4J626 NTS cb 86691P (� RENEW THESE DETAILS PRIOR TOR CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE QUAILS �. FRONDED HEREIN MEETS OR IXCEEDS THE APPLICABLE NATIONAL,STATE OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DRAWING NUAtaER: STD-603 ""�onxvc M"'"''"• s i OF 1 DETAILS FRONDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. 6 ........... ........... ........... ........ OREGON (n a erieb ��FR J . NO�� Q EXIPRES:06/30/2015 Q Ideal for manhole installations s KEYNOTES: c 3 LOCATE FRAME AND COVER Minimal bottom clearance required o MANHOLE FRAME AND COVER OVER LEDGE OF AT LEAST . EXISTING WATER MAIN. o - A• i>• 12 IN WIDTH 2 SERVICE CONNECTION WET TAP BY Lightweight,all-elastomer design Q TVWD-APPROVED CONTRACTOR. s" MIN. BETWEEN 3 GATE VALVE (TYPICAL). 01-Seals around small solids J KNOCKOUTS C1 RUBBER SLEEVE 4 DOMESTIC WATER SERVICE METER. Available in slip-on or flanged design al STAINLESS STEEL . 5 DOMESTIC SERVICE BACKFLOW x 0 o EXPANSION BANDS PRE CAST CONCRETE -_ PREVENTION ASSEMBLY. ZL • Materials of Construct10I1 .o• v ADJUSTING RINGS 4 = IRRIGATION BACKFLOW PREVENTION a NARROW EXTERNAL =�; A ASSEMBLY. Neoprene,Nypalon', puna- ,EPOM,�ifo ''. W RUBBER SEAL RUBBER � ^� v EXTENSION PRE CAST \GAJ PUBLIC FIRE HYDRANT (IF � n. MANHOLE CONE MAXIMUM 27" FROM C :A ► TANDARD FRAME AND COVER OR _, REQUIRED). " WATERTIGHT FRAME AND COVER. 1 In Q) d Q TOP OF FIRST STEP Ln FIRE SERVICE BACKFLOW 1-lotlntiu $adds In TO TOP OF CASTING SEE STD. DRAWING N0. 110-SA/ST � a TO SPAN CHIMNEY HEIGHTS OF: ► OR NO. 120 PREVENTION ASSEMBLY. 304 or 316 Stainless steel, 1 L e SET FRAME IN NON-SHRINK c 9 4 � IRRIGATION METER (OPTIONAL AT o ° 0-3" - NARROW (6") SEAL ONLY GROUT O ® ADDITIONAL SDC EXPENSE). j T OVER 3" - 6 1/2" - STANDARD (9") SEAL ONLY > o OVER 6 1/2" - 12" - STD. SEAL + EXTENSION 0 w 1 RIGHT-OF-WAY LINE. The TF-1 is designed for installation in existin OVER 12" - SEAL + MULT. EXTENSIONS d NOTES: ! GRADE RINGS (2".4",OR 6"� 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE '' MAXIMUM 12" SET IN 11 PERMANENT UTILITY EASEMENT NON-SHRINK GROUT strictures such as interceptors,manholes and 1 _ REQUIREMENTS OF ASTM C-478. MINIMUM 5 . OUTSIDE OF FIRE vaults where the invert of the pipe is close t0 U .� INTERNAL MANHOLE 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY SERVICE VAULT. pp STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". U) NOTES: 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4 STANDARD ECCENTRIC I I 5 12 PRIVATE HYDRANT OR FIRE DEPT the floor.The flat-bottom and offset-bill design 1 Y 1. SLEEVES AND EXTENSIONS SHALL CHIMNEY SEAL SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED , '.-"''`-36" CONE 10 _ of the TF-1 allows it to be installed without any EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. CONNECTION (FDC) REFER TO HAVE A MINIMUM OF Xe" THICKNESS. y... . . .. 2. RUBBER SHALL BE EXTRUDED HIGH GRADE 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. W 6 I NOTE 3. modifications to the stricture. E N COMPOUND CONFORMING TO ASTM C-923, 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A f- 3. BArDS SHALL BE FABRICATED FROM 16 MANHOLE AND CHANNEL DETAIL. e. 4 ¢ o GAUGE STAINLESS STEEL CONFORMING TO 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE ( The TF-.1 offers low cracking pressure to ASTM A-240, TYPE 304. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 �` 4. NUTS AND BOLTS SHALL BE STAINLESS 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) MANHOLE SECTION reduce the potential for standing water and �y STEEL CONFORMING TO ASTM F-593 AND MANHOLE FRAME AND COVER MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED -/•(VARIABLE V-4') o :5594. TYPE 304, ON THE INSIDE FACE OF THE MANHOLE. 6 vel low headloss which is not affected by rust, N 5. ALL GRADE RING AND CASTING FRAME SHALL f 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND z •� I U) w conasion or lack of lubrication. 4 10 s 1 i/2 Ln c BE SET IN NON-SHRINKING GROUT. 4" MAXIMUM CLEAR OF PIPE WALL. 11 Z 6. PRE CAST MANHOLE SECTIONS SHALL 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" 3 z 5 10 8 11/2 ON o CONFORM TO THE REQUIREMENTS OF ASTM STAINLESS STEEL TOP BAND FOR SANITARY CONNECTION AND 48" FOR STORM o W' 0 w The TF-1 is ideal for sewer systeins 6 16 12 2 In C-478, AND APPLICABLE PROVISIONS OF CONNECTION. EO 5" MINIMUM U 12 w z w U 8 18 16 2 0 Lc 0 STANDARD MANHOLE DRAWING NO. 010. v -EXTERNAL RUBBER SLEEVE 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND > Z O U j because It liNA seal around stuall debris. 10 23 19 3 e► COVER SHALL BE USED IN ALL EASEMENT AND OFF of > Of 12 27 23 4 U i Q) 4• e•• STAINLESS STEEL BOTTOM BAND STREET AREAS. v ► W W The TF-1 design is available with a co w W W V) 14 27 23 4 ° ": _ - slip-on or flanged pipe connection. 1s 35 30 5 48"MIN. U O z ¢ G� EXTERNAL RUBBER EXTENSION Q. o _O I t Of- z U O Tideflex TF-1 valves are constructed\-Vltll a 18 36 34 6 LL : ' MINIMUM 12" LEDGE (Z LLJ \ t j Z 20 44 37 8 N 4., PRE CAST CONCRETE ( ) " tD CD ,' ¢ ¢ curved bill as standard. 22 44 37 8 a ADJUSTING RINGS • 0 1�R SLOPE ► C� W O PRE CAST ► PIPE TO MANHOLE C;' w tr ? O CK a- 26 48 43 8 0 Ip) 2 MIN. FROM TOP OF � W L,J 4 48 43 8 Q v_ �� MANHOLE CONE SECTION r'Q L7 0 p �_ O 28 48 43 8 Q PIPE v [L 30 56 55 9 N O a 4 a 32 56 55 9 L.L. T o TO SPAN CHIMNEY HEIGHTS OF: o Q O.D. .4 36 67 69 10 a v NOTES 38 67 69 10 a 0-4 1/2" - CHIMNEY SEAL ONLY + ('•�� 40 67 69 10 Of OVER 4 1/2" - 9" - SEAL + 7" EXTENSION a •,• : 1. THE IRRIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC - 42 61 71 10 Y a OVER 9"- 12" - SEAL + 10" EXTENSION EXTERNAL MANHOLE ;" - • ,••v>,Q 8' MINIMUM CONCRETE 0 m ro aJ SMOOTH FINISH CHANNEL TO ,,. SERVICE BACKFLOW PREVENTION ASSEMBLY (OPTION A) OR SHALL HAVE ITS OWN 44 s1 71 10 OVER 12" - SEAL + MULT. EXTENSIONS ' ': ':: N c Ld CHIMNEY SEAL 3/4 VERTICAL HEIGHT OF PIPE •r". i';: 48 66 78 10 z (n o ; f •:- :-•r••:'.••.,r' `•;`;,�::.:-- I METER AND BACKFLOW ASSEMBLY (OPTION B). N U • ..�E, i.•!'•i[r i-p- z1;'., •-�`•-. » 5o 66 78 10 W s+:::,iw 72 MINIMUM .,.;,,'"t.,-:; 12" MINIMUM OF %7-0" COMPACTED---1+v^;; .,�?:. ,,•.••. 2. DOMESTIC AND tFIRE SERVICE LINES 4 AND LARGER SHALL BE DUCTILE IRON FOR A 54 66 78 10 rn s BASE MATERIAL DISTANCE OF 5 MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT. �}_ 1 1 60 73 si is 1 cn 3. PRIVATE FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW MANHOLE CHIMNEY SEAL DEVICE. -�� c ii is is �- o Z CleanWaterC Services STANDARD MANHOLE y I I J Q 0 0 •ur commitment is clear. CleanWa�er Services Tualatin Valle Water District DESIGNED:PDB TYPICAL COM M ERC AL/ DATE: 6/1/2012 Numbers indicate maximum dimensions in inches. In DRAWING N0. 150 REVISED 12-06 DETAIL U. c0 C� DRAWING NO. 010 REVISED 02-03 Unrcommitmenti>scleAr. �� �^ APPROVED:MFK INDUSTRIAL SERVICE ■� F- m j 1850 SW 170th Ave. Beaverton,OR 97006 LAYOUT (503)642-1511 www.tvwd.org SCALE:NONE SHEET NUMBER D1 O 0 F In C6 .2 U ■ V o '/� N W. U W O 0 W^' U tD c 4-+ - 0 RESTRAINED LENGTH (FEET) REQUIRED FROM COMMON FITTINGS LIMIT of REQUIRED i -V CLEAR ZONE. II Q V) HORIZONTAL&VERTICAL BENDS REDUCER (SEE NOTE 3) 1I = O v N PIPE DIA DEAD END/ �I (n o 6;;3 0 E (IN) TEE BRANCH 90° 1 45° 221/2' 11 114° 4" 6" W. 10" FIRE HYDRANT �/' (n Q z 0 4 45 45 15 10 5 - - - - 3 40" MIN. < w x 6 62 62 20 10 5 25 - - - 3' �� — -� Z D O o r 8 75 75 25 10 5 42 24 - - _ acnor z `o w '� tA 12" MAX. TO L------------------- o ¢10 95 95 30 10 5 62 48 27 - r"' o o 5, ; TOP RUNG cz = 0 Y 0 12 115 115 35 10 5 79 67 49 27 p e ' 1 00 3 THESE VALUES ARE BASED ON A TEST PRESSURE OF 150 PSI. IF TEST PRESSURE EXCEEDS 150 o s r �r'�� I� I n J o PSI, INCREASE RESTRAINED LENGTH VALUE BY THE RATIO OF THE ACTUAL PRESSURE TO 150 PSI. �/' / r /r 7 MIN. II B Y > z 200 PSII_ EXAMPLE: 200 PSI TEST PRESSURE - 1.33 ,r ,�' ' 1 `n w r 15„ LIJ N a zo 150 PSI MULTIPLY LISTED VALUE FOR RESTRAINED LENGTH BY 1.33 18 MIN C 15 �1 0CL Q LU Q CURB FACE OR EDGE o � OF STREET. D Q' N cn cn z < Ld LL1 < hu cr_ n ni � RESTRAIN 10' 10' 30" MIN. CLEAR to DISTANCE TO ANY I-- I L2w ILL! OBSTRUCTION i i I- (NO JOINTS ALLOWED ON THROUGHc EDN N Q 17, LEG WITHIN 5 FEET OF TEE) 16„ I E TEE BRANCH DEAD END BEND REDUCER It itY > NOTES• If--------- 1. ALL PIPE JOINTS WITHIN THE SPECIFIED DISTANCE FROM A DEAD END, TEE BRANCH, NOTES: E REDUCER (RESTRAIN LARGE DIAMETER SIDE EXCEPT AS ALLOWED IN NOTE 3), OR BEND (RESTRAIN EACH SIDE) SHALL BE RESTRAINED WITH FIELD LOK® OR FAST GRIP® GASKETS. 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: • VEHICLE PARKING 2. RESTRAINED LENGTH VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS: • FENCES • TEST PRESSURE: 150 PSI • TREES o • PIPE MATERIAL: CEMENT-MORTAR LINED DUCTILE IRON WITHOUT POLY WRAP • LARGE BUSHES cn • PIPE COVER: 3 FEET • RETAINING WALLS z N • TRENCH CONDITIONS: TYPE 5 (CRUSHED ROCK IN PIPE ZONE AT 90% OF T-99) 0 ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF SIDE VIEW FRONT VIEW 0 • SURROUNDING SOIL CLASSIFICATION: GM/SM (SAND/SILT) THE FIRE HYDRANT. U' • SURROUNDING SOIL DENSITY: 90 LB/FT3 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: o w • FACTOR OF SAFETY: 1.5 • LAWN GRASS U o � • MULCH � z 3 KEYNOTES: O 3. JOINT RESTRAINT IS NOT REQUIRED ON THE LARGE DIAMETER SIDE OF REDUCER IF THE BARK DUST A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF LL UNRESTRAINED STRAIGHT PIPE LENGTH ON THE SMALL DIAMETER SIDE OF THE REDUCER GROUND COVER THE LADDER. 0 LOW PLANTINGS L`' z 3 EXCEEDS THE VALUE CALCULATED AS FOLLOWS: • B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS D Lli LARGE DIAMETER HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND STEEL HARDWARE AS SHOWN. q OF RUNG MUST BE SET 7" FROM FACE OF SURFACE m o Q) SMALL PIPE STRAIGHT LENGTH = SMALL DIAMETER X RESTRAINED LENGTH COVER COULD BE DAMAGED WHEN THE HYDRANT IS USED OR - Q (FROM TABLE ABOVE) MAINTAINED. BEHIND RUNG. 3. THE CONTRACTOR SHALL NOTIFY TVWD WHEN FINAL LIFT OF AC C. PROVIDE 15 MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER �. N o 3 4. CONTACT DISTRICT ENGINEER FOR GUIDANCE ON PIPE JOINT RESTRAINT IF PIPE DIAMETER PAVEMENT IS TO BE PLACED SO A BLUE REFLECTOR BUTTON CAN BE D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT-DIPPED z GALVANIZED AFTER FABRICATION. o INSTALLED FOR THE FIRE DEPARTMENT. c� EXCEEDS 12" AND/OR DESIGN CONDITIONS DIFFER SUBSTANTIALLY FROM THE E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE t- w J J -D Q ASSUMPTIONS LISTED ABOVE. OF SUFFICIENT SIZE. w �} O z L1 ULLJ0 LO a o DATE: 6/1/2012 DATE: 6/1/2012 Q N } Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB Tualatin Valley Water Distriet DESIGNED: PDB m m Z ` PIPE JOINT DETAIL r — FIRE HYDRANT DETAIL VAULT LADDER DETAIL Q � � � Q Ld °° O DETAIL d- z z ~ Q APPROVED: MFK �,� APPROVED:MFK = � 0 � C) �,.. APPROVED: MFK T.RESTRAINT 21 CLEAR ZONE 102 INSTALLATION Y U Li Q w a 1850 SW 170th Ave. Beaverton,OR 97006 1850 SW 170th Ave. Beaverton OR 97006 1850 SW 170th Ave. Beaverton OR )7UU6 300 U w G_ E SCALE: NONE 503 642 1511 www.tvwd.or SCALE: NONE 503 642-1511 www.tvwd.orR SCALE: NONE o o cn - (503)642-1511 www.tvwd.org ( ) ( ) b z -p o U a U \5 �NGINE F� S/ 86691 P 02 fY 9! N o2" GATE OREGON STRADDLE BLOCK VALVE j a 3 - C„ DOUBLE CHECK! VALVE PER DETAIL 200 (TYP) TUALATIN VALLEY WATER TO LOCAL PLUMBING �Y y� Q DISTRICT STANDARDS CODE STANDARDS FR NOS' V _T (F _9 DISTRICTAPPROVED U O� BACKFLOW�!O I RETAINER GLAND EXIPRES:06/30/2015 DEVICE 3 Z � W' �� I SPOOL FLGx PE �, z z z SEE NOTE 1 a - ------____ _--_ __—___�} CUSTOMER SIDE FLANGE COUPLING ADAPTOR s METER SIDE �� _..._ _ � v J PROPERTY LINE i SEE NOTE 3 I � _._ ..._. � -- j FLOW ._ LATH ON PROP. o Q SIDEWALK �' LINE AT PUE. i i I ° o o SEE NOTE 1. � I-I 6" I I EXTEND DUCTILE IRON PIPE o = PROPERTY CORNER. I MIN [ 5 MIN. OUT OF VAULT TO Io U' II I PROTECT FROM BREAKING SEE NOTES 2 AND 3. I 11 I DUE TO VAULT SETTLEMENT. PLAN II I I PROPERTY LINE AND I I I o LOT NUMBERS MARKED LADDER MEETING OSHA t Q 0) a ON FACE OF CURB. PLAN REQUIREMENTS ----------------------t�'� CARSON METER BOX 61 SEE DETAIL 300 AND �' "' SEE NOTE 1. SPECIFICATIONS o L DOUBLE CHECK VALVE ASSEMBLY PLAN (OR EQUAL) jI RAIN TO CURB OR Q o GROUND UNE 3- MIN 6" MAX --- "-"-- `______ �\ DAYLIGHT �ZT�/ f'7 3- MIN ELEVATION ,> Y .S I I CLEARANCE ON U �// ISOLATION BALI_ VALVE 2 DOUBLE CHECK r , N / i I OPENED OS&Y II /�� 24 MIN CLEARANCE v _ ;j VALVE 11 VALVE ASSEMBLY SEE NOTE 5 11 E METER BOX AND SERVICE PER CURRENT `a I FLANGE COUPLING ADAPTOR o N INSTALLATION BY TVWD I PLUMBING CODE I INLINE CHECK VALVE � 1 ► II II o E RODENT r n zlo 0 o SCREEN 6" MIN�CLEARANCE o I [ 12" 1j N - I CONCRETE BALLAST II MINj/ z o I SEE NOTE 2 I N N r 5 DRAIN TO DAYLIGHT OR R s; 0 l � y ' , � � "' �•" " I PROVIDE 1/3-HORSEPOWER i ," STAINLESS STEEL SUMP PUMP. II SUMP DETAILS. J� U SEE DETAIL 310 AND 320 FOR / U METER 6'R MINED ROCK BASE —/ NOTES: ELEVATION ELEVATION U 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK 3 ° UTILITY BILCO NOTES: o THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 0 SIZE VAULT * DOOR * Q 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER 1. CONTRACTOR R SEAL ALL OPENINGS IN VAULT WITH NOTE: J m NON SHRINK GROUT � O SERVICE INSTALLATION THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 3 660-WA J-5AL 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU. INSTALLATION SHOWN IS ONLY A SUGGESTION. THE a ° YDS MIN AROUND BASE OF VAULT WHERE FLOODING DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 4 577-WA J-5AL OR HIGH GROUND WATER EXIST CD Y o 6 676-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE 8" MIN., FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 12" MAX., EXCEPT B- MIN, 9" MAX. FOR 660-WA VAULT ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED n 8 687-WA JD-3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS V cn A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 10 5106-LA JD-3AL 5. FOR USE ON FIRE SERVICE UNE. FOR DOMESTIC IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). m � AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT SERVICE SEE DETAIL of 101. IF FREEZE PROTECTION IS PROVIDED THE 24' MIN CLEARANCE MAY BE REDUCED. z N LOCATION. • "OR EQUAL" APPROVED BY DISTRICT ENGINEER tw In 0 [):� C) Tualatin Valle Water District DESIGNED: PDB 1 Z" & LARGER METER DATE: 6/1/2012 Tualatin Valle Water District DESIGNED: PDB DATE: 6!1/2012 DESIGNED: PDBDATE: 6/1/2012 � Valley y Tualatin Valley Water District 1 -1/2") 2 & 2-1/2 � INSTALLATION WITH DETAIL �.._.r DOUBLE CHECK DETAIL �..'�' " DETAIL APPROVED:MFK (� APPROVED:MFK (\ �,^ APPROVED:MFK DOUBLE CHECK �- U' BACKFLOW PREVENTION o 1850 SW 170th Ave. Beaverton,OR 97006 702 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY B F 1 0 1850 SW 170th Ave. Beaverton,OR 97006 B F 1 02 t SCALE:NONE DEVICE SCALE:NONE SCALE:NONE INSTALLATION to Q o (503)642-1511 www.tvwd.org (503)642-1511 www.tvwd.orb (503)642-1511 www.tvwd.org oCD O .� F- m E a o SHEET NUMBER C6 . 3