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Home My WebLink AboutMilton Court Finished Water PipelineBPS SW BONITA ROAD SW 7 6 T H A V E B U R L I N G T O N N O R T H E R N R R IN T E R S T A T E 5 CITY OF TIGARD SW BONITA ROAD SO U T H E R N P A C I F I C R R SW 7 4 T H A V E SW 7 2 T H A V E SE Q U O I A P A R K W A Y BA N G Y R O A D MI L T O N C O U R T SW 7 9 T H A V E AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-01 130 GENERAL 141 AS SHOWNVICINITY AND AREA MAP VICINITY MAP 1"=500' 0 500 1000 SCHEDULE 6 FWP (NIC) AREA MAP 1"=100' 0 100 200 FWP 320 (SUCTION) FWP 410 (DISCHARGE) FWP 470 (DISCHARGE) BPS SW BONITA ROAD MI L T O N CO U R T BU R L I N G T O N N O R T H E R N R R S O U T H E R N P A C I F I C R R SW 7 4 T H A V E SCHEDULE 6 FWP (NIC) ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 1 . d w g 119101620-MC-FWP-01REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. @ CUT SLOPE EXISTING GRADE CONTOUR NEW PIPELINE (CIVIL SHEETS) SMALLER THAN 24" DIA NEW PIPELINE (CIVIL SHEETS) 24" DIA AND LARGER NEW BUTTERFLY VALVE NEW COMBINATION AIR VALVE (CAV) BENCH MARK ROUND OR DIAMETER SQUARE AT ANGLE CENTER LINE CENTERLINE NEW STRUCTURE OR FACILITY EXISTING STRUCTURE OR FACILITY FUTURE STRUCTURE OR FACILITY NEW FENCE (CHAIN LINK) TEMPORARY FENCE EXISTING FENCE CIVIL SYMBOLS FINISHED ELEVATION EXISTING ELEVATION NEW AC PAVING EXISTING AC PAVING FLOW DIRECTION DITCH CENTERLINE WITH FLOW DIRECTION BORING LOCATION FINISH CONTOUR NEW ACCESS MANWAY NEW DRAIN POTHOLE LOCATION NEW PLUG VALVE B-3 PB NEW PULL BOX NEW STORM DRAIN MANHOLE NEW CATHODIC TEST STATIONS NEW DEEP ANODE WELL GROUNDWATER ELEVATION DRAWING ON WHICH SECTION APPEARS SECTION IDENTIFICATION SURVEYED TREE (DECIDUOUS) SECTION LETTER (1) SECTION CUT ON DRAWING 3-D-01: (2) ON DRAWING 3-D-01 THIS SECTION IS IDENTIFIED AS: FILL SLOPE UTILITY POLE DETAIL IDENTIFICATION SCALE: SECTION SECTION LETTER (1) DETAIL CALLOUT ON DRAWING 3-C-01: DETAIL NUMBER SCALE: DETAIL (2) ON DRAWING 3-C-01 THIS DETAIL IS IDENTIFIED AS: DETAIL NUMBER DRAWING ON WHICH DETAIL IS SHOWN DRAWING ON WHICH DETAIL IS CALLED OUT DRAWING FROM WHICH SECTION WAS TAKEN DETAIL SCALE SECTION SCALE NEW GATE VALVE 1 3-C-013/8" = 1'-0" 1 3-C-01 1/4" = 1'-0" A 3-D-01 A 3-D-01 A SURVEYED TREE (EVERGREEN) NEW FIRE HYDRANT EXISTING WETLANDS EXISTING SENSITIVE AREA EXISTING BRICK SURFACE EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE EXISTING ASPHALT SURFACE PERMANENT EASEMENT OTHER PERMANENT EASEMENTS TEMPORAY CONSTRUCTION EASEMENT LIMIT OF GRADING OR EXISTING GRADE LINE EXISTING CABLE TELEVISION EXISTING COMMUNICATION EXISTING WATER < 36" EXISTING ELECTRICAL EXISTING OVERHEAD ELECTRICAL EXISTING FIBER OPTIC EXISTING FIRE PROTECTION EXISTING GAS EXISTING STORM DRAIN < 36" EXISTING SANITARY SEWER < 36" EXISTING TELEPHONE EXISTING COMBINED SEWER EXISTING RAILROAD TRACKS EXISTING TELEVISION EXISTING UTILITY EXISTING FIRE SERVICE PROPERTY LINE OR RIGHT-OF-WAY EXISTING UTILITY PIPE â‰¥ 36" EXISTING FORCE MAIN WORK AREA BOUNDARY ABANDONED WATER DEMOLITION SYMBOL EXISTING CURB STREET LIGHTING EXISTING STOCK FENCE NEW CURB EXISTING WETLAND DITCH FLOWLINE NEW CATCH BASIN AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-02 131 GENERAL 141 AS SHOWNLEGEND AND SYMBOLS ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 2 . d w g 119101620-MC-FWP-02REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. ABBREVIATIONS DIMENSION(-S)DIM. ELECTRIC (-AL) EPOXY LINED & COATED ENERGY GRADE LINE EACH FACE; EXHAUST FAN END OF HORIZONTAL CURVE DUCTILE IRON PIPE CF CEM CC CB Â°C C BTWN BRG BLK B.M. BM BLDG BITUM CUBIC FEET CENTER TO CENTER CATCH BASIN CEMENT ELB, ELL EL, ELEV. EMERG ELEC EL&C EMERGENCY ELBOW ELEVATION DEGREES CELSIUS (CENTIGRADE) CONDUIT BETWEEN BEARING BLOCK(-S) BENCH MARK BEAM, BENCHMARK BITUMINOUS BUILDING EGL EF EA ECC EC DWG(S) E ECCENTRIC EACH ELECTRIC, EAST DRAWING(-S) D.I.P., DIP DN DOWN HR HPT, H.P. HORIZ HGT, HT HIGH POINT HORIZONTAL HOUR HEIGHT HDPE HB GV GS GR GND GLV GENL GEN GDL H HIGH DENSITY POLYETHYLENE HOSEBIBB GATE VALVE GALVANIZED STEEL HIGH GRADE, GROUND, GRAM GLOBE VALVE GENERAL GENERATOR GROUND LEVEL GROUND MODIFICATION(-S)MODIF MANUFACTURER MILES PER HOUR MONUMENT MTG MPH MON MECHANICAL JOINT MISCELLANEOUS MINIMUM; MINUTE MANHOLE MANUFACTURER MECHANICAL MAXIMUM MJ MISC MIN MH MFR MECH MAX ONE HUNDRED POUNDS CATHODIC TEST STATION CONTINU (-ED,-OUS,-ATION) CONSTRUCTION JOINT CONSTRUCT (-ION) CONNECT (-S,-ION) CONCRETE MASONRY UNIT(-S) CORRUGATED METAL PIPE CEMENT MORTAR LINED & COATED CEMENT MORTAR LINED CEMENT MORTAR COATED CLEAR (-ANCE) CAST IRON SOIL PIPE CIRCUMFERENCE CIRCULA(-R,-TION) CAST IRON PIPE A.C. ASBESTOS CEMENT BHP BFV BFP BF, B.F. BC AVE ASTM AWWA ATM ASPH APPROX ANSI ALT AGG A/C BRAKE HORSEPOWER BACKFLOW PREVENTER BEGINNING OF HORIZONTAL CURVE BUTTERFLY VALVE BLIND FLANGE AVENUE AMERICAN WATER WORKS ASSOCIATION ATMOSPHERE (14.7 LB/IN SQ) AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT DRAIND, DR DET, DTL DEMO, (D) DIA DIAG DI DEG DBL DIAGONAL(-S) DIAMETER DUCTILE IRON DETAIL(-S) DEMOLISH DEGREE(-S) DOUBLE CTS CWT CY CV CTR CUBIC YARD CHECK VALVE CENTER AMERICAN NATIONAL STANDARD INSTITUTE APPROXIMAT(-E,-LY) ALTERNAT(-E,-IVE) AGGREGATE ASPHALT CONCRETE CONC CONCRETE COUP.,CPLG CONST JT,CJ COR CORR COORD CONTR CONT CONST CONN COUPLING CORRUGATED CORNER COORDINATE CONTRACTOR CO CMU CMP CLEANOUT & AC ABAN AB # A % < > " = Â° ' Â± AND ANCHOR BOLT(-S) ABANDON (-ED) ACRE, ASPHALTIC CONCRETE LESS THAN PERCENT AREA NUMBER GREATER THAN FOOT INCH EQUALS DEGREE DEFLECTION APPROXIMATELY CML&C CML CMC CLR CISP CIRCUM CIRC CIP CHKR CI CHAN CAST IRON CHECKERED CHANNEL INVERTINV GALV GAL GA FWD FTG FT 2 FT 3 FDN FLR FIN. GD FIN. CUBIC FEET GALVANIZE(-D) GALLON (-S) FORWARD SQUARE FEET GAUGE FOOTING FOUNDATION FINISH GRADE FINISH(-ED) FLOOR FIG. FRC FM FL FH FG FF FE FCA FC FLEXIBLE RUBBER COUPLING FLOW METER, FORCE MAIN FLOW LINE FIRE HYDRANT, FLAT HEAD FIGURE FLAP GATE FAR FACE, FINISH FLOOR FIRE EXTINGUISHER FLANGED COUPLING ADAPTER FLEXIBLE COUPLING MODIF (-Y, -IED) LOW WATER LEVEL LEFT LOW POINT LONGITUDINAL LOCATION LEFT HAND LONG LINEAR FEET LOC LWL (M) LT LP LONG. LH LF LG POUND(-S) LATERAL LENGTH; LITER ONE THOUSAND POUNDS JOINT JUNCTION BOX INTERNATIONAL PIPE STANDARD LB LAT L KIP JT JB, J-BOX IPS ENCLOSUREENCL FT EW EVC EXT EXP JT EXP EXIST., (E) EXC EST EQUIP EQUAL., EQ. EQ EP ENGR Â°F FEET, FOOT DEGREE FAHRENHEIT EACH WAY END OF VERTICAL CURVE EXTERIOR, EXTENSION EXPANSION JOINT EXPANSION EXISTING EXCAVATE ESTIMATE (-D) EQUIPMENT EQUALIZATION EQUAL (-LY) EDGE OF PAVEMENT ENGINEER INSULAT(-E,-ION) INSTRUMENT SQUARE INCHES CUBIC INCHES INCH (-ES) INSIDE FACE INVERT ELEVATION INSIDE DIAMETER HIGHWAY INSUL INSTR IN I.F. IN 2 IN 3 IE ID HWY SS SANITARY SEWER POWER POLEPP TBM TAN. SYM S/W SURF. SUPP SUBM STRUCT STA SS 316 SS 304 POLYVINYL CHLORIDE POINT OF VERTICAL CURVE PVC P.V.C. PV PT P.STA. PLUG VALVE PUMP STATION POINT TB T T/ POUNDS PER SQUARE INCH POUNDS PER SQUARE FEET PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE PSI P.SL. PSF PS PIPE SLEEVE PUMP STATION, PIPE SUPPORT PROP. PRV PRFV PRESS. PR PROPERTY PRESSURE PAIR SW STL ST STD TEMPORARY BENCH MARK THRUST BLOCK TANGENT(-IAL) TIMER, TIME, THERMOSTAT SYMMETRICAL TOP OF STRUCTUR(-E, -AL) SOUTHWEST; SWITCH SUPPORT(-S) SUBMISSION (SUBMIT) SURFACE SIDEWALK STAINLESS STEEL TYPE 316 STAINLESS STEEL TYPE 304 STEEL STREET STANDARD STATION SQUARE YARD CUBIC YARD WATER WEIGHT WELDED STEEL, WATER SURFACE WITHOUT WATER METER WIDTH; WIDE; WEST VERTICAL POINT OF INTERSECTION VERTICAL VITRIFIED CLAY PIPE VERTICAL CURVE VARIABLE UPPER UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE POLE TYPICAL TOP OF WALL TOP OF STEEL; TOP OF SLAB TOPOGRAPHY TOP OF PAVEMENT TOP OF CONCRETE TERMINAL; TERMINATION TEMPERATURE, TEMPORARY TOP OF CURB TOP & BOTTOM SQ IN SQ FT, SF SPEC SPCS SPCNG SPCDSPC SHT, SH SECT SEC SCHED, SCH RND R/W REV POINT OF TANGENCY POINT OF HORIZONTAL INTERSECTION P.O.T PL, P P/L PROPERTY LINE PLATE P.I. PF POLY PE PROFILE POLYETHYLENE PLAIN END, PERMANENT EASEMENT SQ SI SIM SIG POUNDS PER CUBIC FEET POINT OF COMPOUND CURVE POINT OF HORIZONTAL CURVE OUTSIDE SCREW & YOKE OUTSIDE DIAMETER P PCF PCC PC OS&Y ORIG OPP OZ PIPE ORIGINAL OPPOSITE OUNCE(-S) OPNG OH OF., OF OD OC OPENING OVERHEAD POWER OVERFLOW ON CENTER SD SE S RR RT RTE RH VPI SECTION(-S) SQUARE INCHES SQUARE FEET SPECIFICATIONS SQUARE SPACED SPACES SPACING SPACE SIDEWALK INLET SIMILAR SIGNAL SHEET YD 2 YD 3 WTR WT WS W/O WM, W.M. W/ W WITH SECOND(-S, -ARTY) SOUTHEAST STORM DRAIN SEWER, SOUTH, SLOPE SCHEDULE ROUND RIGHT-OF-WAY RIGHT HAND RAILROAD RIGHT ROUTE REVISION VERT VCP VC VAR V UPR UGE UG VOLT TP REQT REQD REINF RCP R, RAD PWR PVMT PVT PVI NORTHN NOT IN CONTRACT NATIONAL GEODETIC VERTICAL DATUM NORMALLY CLOSED NTS OA NW NORM NO. NOT TO SCALE OVERALL NORTHWEST NORMAL NUMBER NIC, N.I.C. NGVD NE N.C., NC N/A (N) NORTHEAST NOT APPLICABLE NEW RD REF RC R T & B POINT OF VERTICAL INTERSECTION REINFORC(-E, -ED, -ING, -MENT) ROAD REQUIREMENT REFERENCE REQUIRED REINFORCED CONCRETE PIPE REINFORCED CONCRETE PAVEMENT POINT OF VERTICAL TANGENCY RADIUS RISER POWER TYP T.O.W. TOS TOPO T.O.P. TOC TERM. TEMP TC UNLESS NOTED OTHERWISE TEMPORARY BENCH MARK SANITARY SEWER MANHOLE OPERATOROPER CORRUGATED PLASTIC PIPE PIPE CLASS COPPERCU CPP CL CONSTRUCTION JOINTCJ BLOWOFFBO LOW WATERLW HEIGHTHT G GAS P.O.C. PERIM POINT OF CONNECTION PERIMETER FLAT ON TOP FLAT ON BOTTOM FLANGE(-D) FLEXIBLE FABRICATE(-D) FLEX FT FEET FOB FOT FLG, FL FAB FOR EXAMPLEe.g. STORM DRAIN TOP OF STEELTOS UNO TELEPHONE TBM TEL STORM, SD SSMH EACH WAY EACH FACEEW/EF CAV COMBINATION AIR VALVE NOTE: THIS IS A GENERALIZED ABBREVIATION SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. HGL HYDRAULIC GRADE LINE (RISING STEM-VALVE) HDD HORIZONTAL DIRECTIONAL DRILLING OHWM ORDINARY HIGH WATER MARK TEMPORARY CONSTRUCTION EASEMENTTCE WORK AREAWA RIPS RIVER INTAKE PUMP STATION DNF DID NOT FIND 1. OREGON LAW REQUIRES CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH OAR 757- 541 THROUGH OAR 757-571 PRIOR TO COMMENCING CONSTRUCTION. 2. CONTRACTOR SHALL ALSO FIELD VERIFY DEPTHS OF EXISTING UTILITIES TO IDENTIFY POTENTIAL CONFLICTS AND AS REQUIRED FOR CONNECTIONS TO EXISTING SYSTEMS. 3. PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN AS AN AID TO DESIGN ONLY. THEY DO NOT IMPLY LEGAL OWNERSHIP BOUNDARIES AND THERE IS NO GUARANTEE, EXPRESSED OR IMPLIED, WITH RESPECT TO THEIR ACCURACY. 4. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH TRAFFIC CONTROL PLANS INCLUDED WITHIN THESE DRAWINGS, THE CURRENT EDITIONS OF " MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND OREGON DEPARTMENT OF TRANSPORTATION (ODOT) "MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON". 5. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE; LAW, INCLUDING OR-OSHA REQUIREMENTS AND LOCAL ORDINANCES. 6. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. 7. ALL PIPE JOINTS (INCLUDING VALVES AND FITTINGS) SHALL BE RESTRAINED. 8. MAINTAIN ACCESS TO ADJACENT PROPERTIES. 9. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE WORK AREA BOUNDARY SHALL BE PERMITTED (EXCEPT PIPELINE APPURTENANCES SHOWN BEYOND THESE LIMITS AND FOR TEMPORARY TRAFFIC CONTROL FACILITIES). IF A WORK AREA BOUNDARY IS NOT SHOWN, THEN THE WORK AREA BOUNDARY SHALL BE TO THE EDGE OF THE EXISTING PAVEMENT OR NO FURTHER THAN 8 FEET FROM THE CENTERLINE OF THE PIPELINE UNDER CONSTRUCTION, WHICHEVER IS FURTHER. EXISTING LANDSCAPING AND OTHER IMPROVEMENTS, IF DISTURBED, SHALL BE RESTORED TO EXISTING CONDITIONS. UNDER NO CIRCUMSTANCES SHALL DISTURBANCE EXTEND BEYOND THE PUBLIC RIGHT-OF-WAY OR EASEMENT BOUNDARY. GENERAL NOTES FWP FINISHED WATER PIPELINE RWP RAW WATER PIPELINE UTILITY POTHOLE DATA PZ PRESSURE ZONE AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-03 132 GENERAL 141 AS SHOWNABBREVIATIONS, GENERAL NOTES AND UTILITY POTHOLE DATA ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 3 . d w g 119101620-MC-FWP-03REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. (N) 30"Ã˜ FWP (PZ 320)(N) 24"Ã˜ FWP (PZ 410 ) (N) 24"Ã˜ FWP (PZ 470) DW Y HC R H C R DW Y 2S 1 12AB TAX LOT 1600 12" 12" 12 " SS 12 " 12" 60" 60 " 12"12"12" 12" 12 " 12 " 12 " 12" 12" SD 12 " 12" 12" STA:??? END 30" FWP INSTALL 30" BFV WITH BLIND FLG P2 KFWP-54 P1 KFWP-53 P3 P4 P5 P6 P7 P10 P9 P8 BV2 BV1 P-SD1 P10A P-MF N 1 P- M F N 2 MATCHLIN E S T A : 4 + 9 5 SEE SCH 6 F O R C O N T I N U A T I O N CONSTRUCTION NOTES: EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP. PLAN PROFILE 0 1"=20' 10 20 30 0 1"=20' HORIZ. 10 20 30 0 VERT 1"=5' 54213 AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-04 133 CIVIL 141 AS SHOWNFINISHED WATER PLAN AND PROFILE FWP 320 (SUCTION) STA 1+00.00 TO 4+95.00 SW MIL T O N C T SW B O N I T A R D (N) 24"Ã˜ FWP (PZ 410) SEE DWG MC-FWP-05 (N) 24"Ã˜ FWP (PZ 470) SEE DWG MC-FWP-06 RELOCATED 12"Ã˜ SD SEE DWG MC-R-01 MA T C H L I N E S T A : 4 + 9 5 SE E S C H 6 F O R C O N T I N U A T I O N (N ) 3 0 " Ã˜ F W P ( P Z - 3 2 0 ) N I C ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 6 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 4 . d w g 119101620-MC-FWP-04REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 SEE DWG C3 FOR CONTINUATION (N) 12"Ã˜ SD SEE DWG C2 (S C H E D U L E 6 N I C ) 1 1 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. (N) 30"Ã˜ FWP (PZ 320) (N) 24"Ã˜ FWP (PZ 410) (N) 24"Ã˜ FWP (PZ 470) (TYPICAL) DW Y HC R H C R DW Y TAX LOT 600 2S 1 12AB TAX LOT 1600 12" 12" 12 " SS 12 " 12" 60" 60 " 12"12" 12"12"12" 12" 24 " 12" 12" SD 12 " 12" 12" 1+ 0 0 2+00 3+00 4+00 STA 1+00.00 BEGIN 24" FWP CONNECT TO BPS PIPING STA 4+97.85 CONNECTION TO (E) 12" WATERLINE STA:1+12.60 45Â° BEND (46.50Â° DEFLECTION) STA:1+38.94 22.5Â° & 11.25Â° BENDS (30.08Â° DEFLECTION)STA:2+88.98 11.25Â° BEND (15.65Â° DEFLECTION) STA:4+55.82 45Â° BEND (45.00Â° DEFLECTION) STA:4+77.98 45Â° BEND (44.83Â° DEFLECTION) P2 KFWP-54 P1 KFWP-5 3 P3 P4 P5 P6 P7 P10 P9 P8 BV2 BV1 P-SD1 P10A P-MFN 1 P- M F N 2 PLAN PROFILE 0 1"=20' 10 20 30 0 1"=20' HORIZ. 10 20 30 0 VERT 1"=5' 54213 AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-05 134 CIVIL 141 AS SHOWNFINISHED WATER PLAN AND PROFILE FWP 410 (DISCHARGE) STA 1+00.00 TO 4+98.30 SW MILTON C T SW B O N I T A R D (N) 24"Ã˜ FWP (PZ 410) SEE DWG MC-FWP-04 (N) 24"Ã˜ FWP (PZ 470) SEE DWG MC-FWP-06 RELOCATED 12"Ã˜ SD SEE DWG MC-R-01 CONNECTION DETAIL SEE 1 MC-FWP-07 ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 6 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 5 . d w g 119101620-MC-FWP-05REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 SEE DWG C3 FOR CONTINUATION (N) 12"Ã˜ SD SEE DWG C2 CONSTRUCTION NOTES: EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP. 1 1 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. (N) 24"Ã˜ FWP (PZ 470) DW Y HC R H C R DW Y TAX LOT 600 2S 1 12AB TAX LOT 1600 12" 12" 12 " SS 12 " 12" 60" 60 " 12"12" 12"12"12" 12" 24 " 12" 12" SD 12 " 12" 12" 1+ 0 0 2+00 3+00 4+00 5+00 STA 1+00.00 BEGIN 24" FWP CONNECT TO BPS PIPING STA 5+07.27 CONNECTION TO (E) 24" WATERLINE WITH 24" - 45Â° MJ BEND & THRUST BLOCK 3' SPOOL OF 24" DI & 24" FC STA:1+16.02 45Â° BEND (46.50Â° DEFLECTION) STA:1+45.41 22.5Â° & 11.25Â° BENDS (30.08Â° DEFLECTION) STA:2+96.23 11.25Â° BEND (15.65Â° DEFLECTION) STA:4+59.76 45Â° BEND (45.00Â° DEFLECTION) P2 KFWP-54 P1 KFWP-5 3 P3 P4 P5 P6 P7 P10 P9 P8 BV2 BV1 P-SD1 P10A P-MFN 1 P- M F N 2 STA:4+92.73 45Â° BEND (45.00Â° DEFLECTION) STA:5+00.72 45Â° BEND (45.00Â° DEFLECTION) PLAN PROFILE 0 1"=20' 10 20 30 0 1"=20' HORIZ. 10 20 30 0 VERT 1"=5' 54213 AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-06 135 CIVIL 141 AS SHOWNFINISHED WATER PLAN AND PROFILE FWP 470 (DISCHARGE) STA 1+00.00 TO 4+98.30 SW MILTON C T SW B O N I T A R D (N) 24"Ã˜ FWP (PZ 410) SEE DWG MC-FWP-04 (N) 24"Ã˜ FWP (PZ 470) SEE DWG MC-FWP-05 RELOCATED 12"Ã˜ SD SEE DWG MC-R-01 ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 7 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 6 . d w g 119101620-MC-FWP-06REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 SEE DWG C3 FOR CONTINUATION (N) 12"Ã˜ SD SEE DWG C2 CONSTRUCTION NOTES: EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP. 1 1 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. 12 " M I N AB O V E O U T S I D E OF P I P E B E L L PIP E B E D D I N G 3/ 4 " - 0 C R U S H E D AG G R E G A T E PI P E Z O N E 3/ 4 " - 0 C R U S H E D AG G R E G A T E CO M P A C T E D B A C K F I L L 6" MIN 6" MIN SAW CUT SURFACING AS REQUIRED IN DETAIL 4 CLASS B 3/4"-0 CRUSHED ROCK TRENCH FOUNDATION STABILIZATION, AS REQUIRED 6" MIN BEDDING BELOW OUTSIDE OF PIPE BELL NOTES: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH ASPHALT RESURFACING DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPALT EMULSION. NOTES: 1. BLANKET PATCHES TO BE CONSTRUCTED WITH LEVEL 2, 1\2-INCH, DENSE, PG-64-22 HMAC IN DRY PAVEMENT CONDITIONS, WHERE EXISTING PAVEMENT IS AT LEAST 60Â° F AND RISING. 2. SAW CUT AND TACK ALL PAVEMENT JOINTS. 3. SAND AND SEAL PAVED JOINTS WITH HOT PAVING GRADE OIL (PG-64-22 OR EQUIVALENT). 4. PERMANENT RESTORATION SHALL NOT BE COMPLETED UNTIL AFTER TESTING AND START UP OF THE PUMP STATION. 5. CONTRACTOR TO MAINTAIN TEMPORARY GRAVEL SURFACING DURING CONSTRUCTION. 6" HMAC ( BONITA ROAD) FULL STREET WIDTH WATERLINE TRENCH BACKFILL DETAIL 2 MC-FWP-07 SEE LIMITS ON MC-FWP-08 â„„ 2% SLOPE 2% SLOPE (E) BASE ROCK 4" HMAC (MILTON COURT)REMOVE AND REPLACE AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-07 136 CIVIL 141 AS SHOWNPIPELINE CONNECTION, TRENCH BACKFILL AND SURFACE RESTORATION DETAILS MC-FWP-07 1FWP 410 (DISCHARGE) CONNECTION DETAIL (E) 24" W CONNECT TO (E) 24" W WITH 24" FC (E) 12" W 16" FLG TEE & THRUST BLOCK-28.4 SF (E) 12" W 16"x12" FLG x MJ REDUCER 16"x12" FLG x MJ REDUCER 16" SPOOL 16" FLGxMJ BF VALVE REMOVE (E) 24" W PLUG (E) 24" W (E) 24" W TO BE ABANDON 24"x16" PExMJ REDUCER 24" MJ WYE 24" SPOOL 24" 45Â° MJ BEND 24" SPOOL (E) 12" SD 1/4"=1'-0" 30 6 MC-FWP-07 2WATERLINE TRENCH BACKFILL DETAIL CO T S T D D W G 1 8 0 CITY OF TIGARD NOT TO SCALE 24" MJ 45Â° BEND & THRUST BLOCK-34.9 SF CONNECT TO (E) 12" W WITH 12" FC 3' SPOOL-12" DI 3' SPOOL-12" DI CONNECT TO (E) 12" W WITH 12" FC 3' SPOOL-24" DI MC-FWP-07 4PERMANENT SURFACE RESTORATION DETAIL NOT TO SCALE ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 7 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 7 . d w g 119101620-MC-FWP-07REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 MC-FWP-07 3STANDARD THRUST BLOCK NOT TO SCALE CO T S T D D W G 5 6 0 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. TEST PIT P6 TEST PIT P5 DW Y HC R H C R STRIPE D C R O S S W A L K DW Y B 2S 1 12AB TAX LOT 1600 CONSTRUCTION NOTES: EXTENTS OF EXISTING ASPHALT REPLACEMENT OVERLAY. REPLACE DOUBLE YELLOW LANE LINES. REPLACE WHITE BIKE LANE LINE. REPLACE WHITE STOP BARS. REPLACE WHITE TURN LANE LINE. REPLACE WHITE RAILROAD CROSSING MARKING. SEE SHEET CD-8 FOR ADA RAMP IMPROVEMENTS ADJUST SSMH TO FINISH GRADE (LOWER APPROX. 0.15'). PLAN0 1"=20' 10 20 30 AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-FWP-08 137 CIVIL 141 AS SHOWNPAVEMENT RESTORATION AND STRIPING PLAN SW MIL T O N C T SW B O N I T A R D 1 2 4 3 5 6 1 1 2 2 6 2 5 3 1 6 4 PROPOSED WATER LINES 7 7 7 PROPOSED STORM DRAIN 8 8 ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 8 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P- 0 8 . d w g 119101620-MC-FWP-08REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 GENERAL NOTES: 1. ALL MANHOLE FRAMES / COVERS AND UTILITY BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. 8 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. (TYPICAL) DW Y HC R H C R DW Y TAX LOT 600 2S 1 12AB TAX LOT 1600 12" 12" 12 " SS 12 " 12" 60" 60 " 12"12" 12"12"12" 12" 24 " 12" 12" SD 12 " 12" 12" 1+00 2+00 STA 2+26.67 SDMH-4 N 645599.39 E 7623422.81 STA 1+00.00 SDMH-1 ON (E) 12" SD N 645725.62 E 7623416.35 STA 1+50.00 SDMH-2 N 645676.06 E 7623422.99 STA 2+75.94 CONNECT TO (E) SDMH N 645557.56 E 7623448.83(N) 30"Ã˜ FWP (PZ 320) (N) 12"Ã˜ PVC S D (N) 12" Ã˜ P V C S D (N) 24"Ã˜ FWP (PZ 410) (N) 24"Ã˜ FWP (PZ 470) (N) 12" Ã˜ P V C S D (N) 12"Ã˜ P V C S D STA 1+77.29 - 4.77 RT CATCH BASIN IE OUT: 132.00 INSTALL 3 LF 12" PVC PIPE TO SDMH-3 N 645648.78 E 7623418.16 STA 1+77.30 SDMH-3 N 645648.76 E 7623422.92 P2 KFWP-54 P1 KFWP-5 3 P3 P4 P5 P6 P7 P10 P9 P8 BV2 BV1 P-SD1 P10A P-MFN 1 P- M F N 2 GENERAL NOTES: 1. SEE SHEET MC-R-02 FOR CLEAN WATER SERVICES STORM DRAIN DETAILS. 2. ALL MANHOLE FRAMES TO BE SUBURBAN TYPE PER CWS DETAIL 110, SEE DETAIL 4 ON DWG MC-R-02. PLAN PROFILE 0 1"=20' 10 20 30 0 1"=20' HORIZ. 10 20 30 0 VERT 1"=5' 54213 AME BRM TRM SEL ELH MILTON COURT FINISHED WATER PIPELINES MC-R-01 138 CIVIL 141 AS SHOWNRELOCATION EXISTING 12-INCH STORM SEWER PLAN AND PROFILE SW MILTON C T SW B O N I T A R D (N) 24"Ã˜ FWP (PZ 410) SEE DWG MC-FWP-05 (N) 24"Ã˜ FWP (PZ 470) SEE DWG MC-FWP-06 (N) 30"Ã˜ FWP (PZ 320) SEE DWG MC-FWP-04 CONSTRUCTION NOTES: CONNECTION TO EXISTING 12-INCH STORM DRAIN PIPE - IE 131.00Â±, INSTALL 8.5 LF 12" PVC PIPE AT 0.47% TO SDMH-2. CONNECTION TO EXISTING 12-INCH STORM DRAIN PIPE - IE 132.30Â±, INSTALL 10 LF 12" PVC PIPE AT 2.3% TO SDMH-4. ABANDON IN PLACE, REMOVE AS REQUIRED TO FACILITATE INSTALLATION OF WATERMAINS. CAP AND GROUT WATERTIGHT ALL CUT ENDS OF EXISTING STORM DRAIN PIPE. CONNECT TO EXISTING CATCH BASIN - IE 132.0Â±, INSTALL 5 LF 12" PVC PIPE AT 8.2% TO SDMH-4. 1 1 2 2 3 3 4 4 REPLACED 12" SD SEE DWG C2 ABCDEFGHI J KLMNOP 10 9 8 7 6 5 2 1 10 9 8 7 6 5 4 3 C G HIJKLMNOP LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY) DRAWN: CHECKED: APPROVED: A DESIGNED: CHECKED: B 1191016.20 DDE PL O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 8 P M U S E R : S t a n L FIL E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - R - 01 . d w g 119101620-MC-R-01REV. REVISIONS DESCRIPTION BY APP. F OF DRAWINGSKennedy/Jenks Consultants 200 SW MARKET, SUITE 500, PORTLAND OREGON 97201 THIS DRAWING WAS ORIGINALLY SEALED BY AARON EDER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, No. 62653 RECORD THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/ JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE.