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Home My WebLink About1522 a , Q DARBY RIDGE PUD D 0 Q co I N � J w2. J = A 34 LOT PLANNED DEVELOPMENT ON TAX LOTS "R� w 0 Orchard Park �/ T a F1 cn 1 105 , 106 , 12600 & 13500 TAX MAP 2S1 0800 ,, o F W Z y Zo s nz � 15955 & 15975 SW 150TH AVENUE , TIGARD , OREGON , 97223 ad4.e s � 2 APPLICANT / OWNER ArtRutkmElementary SITE . � "' School(future) i++ Q V i. J O `g McuesKey ceiiars W •CD Z O PULTE GROUP 3535 FACTORIA BLVD SE, STE 600 1(-, I r �j, wposa�a Z z , a BELLEVUE, WA 98006 O , William 0 Z CONTACT: JOHN SCHMIDT I p Ln F. Photograph i t PHONE: (503) 704-9745 I - - I - - - - - - - - - - - - I _______-----) SW a = �" " • a EMAIL: JOHN.SCHMIDT@PULTEGROUP.COM s Autumn View H U NTWOO D DMH Holdings I CIVIL ENGINEERING/SURVEYING CT SW {Bend Rd SW Beef Bend Rd SW Beef B PIONEER DESIGN GROUP, INC. McCeskeyCenarsQ B�Bee` I) N SW Beef Bend Rd SW Renr Ron Rd sW Beef Bend Rd 9020 SW WASHINGTON SQ RD., SUITE 170 - - I SW HUNTW D ST _ - o (P\ s I PORTLAND, OR 97223 W g f zoo op N - - - - - - - z c` CONTACT: WILLIAM DOSTER, PE I I _ _ - - o = PHONE: (503) 643-8286 cL_ z EMAIL: WDOSTER@PD-GRP.COM 1:(11- Q "V) VICINITY MAP 0 o W 1 � LOT72 \ - N.T.S. �� P� LANDSCAPE ARCHITECT U TRAC �Jj PIONEER DESIGN GROUP, INC. I I I I I I W / I SHEET INDEX 9020 SW WASHINGTON SQ RD., SUITE 170 I rl S Q PORTLAND, OR 97223 I I I I > PHONE: (503) 643-8286 I "RIVER TERRACE CROSSING " I > '�';. rRa( o l I SHEET LOT79 LOT7s LOT77 LOT76 LOT75 LOT74 LOT73 '♦' SHEET DESCRIPTION GEOTECHNICAL ENGINEER - NUMBER :" GEOPACIFIC ENGINEERING, INC. rRacrK / ' - - - - - - - - - - - - rRacr( I - 14835 SW 72ND AVENUE . . . . . . / I ;� CO.0 COVER SHEET PORTLAND, OREGON 97224 iii / i ;.;NTA T: BEN AMIN ANDER N P.E. _ _ O PEN SPACE C0.1 GENERAL NOTES CO C J G SO , i W - - - - - - :�►� ,- i / 15 _ O 1 1, . 4 / CO.2 CONDITIONS OF APPROVAL PHONE: (503) 598-8445 I - - CAI ►♦♦.! 8 .♦ ►♦♦.:.,, /1f/Cr, EMAIL: BANDERSON@GEOPACIFICENG.COM '�':♦ I♦=�!♦♦' I :♦ 1 � I 17 I CO.3 PRELIMINARY PLAT I ♦ I '' I I�,�� I C1 .0 EXISTING CONDITIONS & DEMOLITION PLAN LIGHTING DESIGNER I ',;, . I - - - - - w .,d;R&W ENGINEERING, INC. .� ►;;.� . . I C1 .1 TREE PRESERVATION & REMOVAL SITE PLAN :1.;1 - - ►;: 1 9 14 J M 16 I / C1 .2 EXISTING TREE TABLES 9615 SW ALLEN BLVD., SUITE 107 �,► , ♦ ►.►.. I / LOr1 BEAVERTON, OR 97005 I : >-Ic) I ►Ir4. 18 6 .;.►off .� J w / / I',.., I / C2.0 GRADING PLAN CONTACT: DENNIS HALL I •�PHONE: (503) 726-3317 I riO , CC QI ' / 0 C2.1 SITE SECTION PLAN & PROFILE EMAIL: DHALL@RWENG.COM 1 - .; I ,; - - - - � C2.2 RETAINING WALL REPORT & DETAILS Im. . . . . . ♦. EX. HOUSE 1 ;:-':-' - - I'� i . . . . . I 10 1 13 ;: . . a. I :� UNDER SEPARATE Q . I . .,,., I 19 C2.3 LOT GRADING SECTIONS PROJECT ARBORIST I I f- 0 _ U ►♦ PERMIT WITH 0h 5 : > I .d•.I I WASHINGTON C3.0 OVERALL COMPOSITE UTILITY PLAN MORGAN HOLEN & ASSOCIATES LLCI , � / % / ►Z I .sp. O .>. .C) . I ♦ COUNTY 3 MONROE PARKWAY, SUITE P 220 :♦� . I :p• ( . .Q ` I®� C3.1 OVERALL STREET PLAN LAKE OSWEGO, OREGON 97035 I W. cc 0 P�►� V C3.2 TYPICAL STREET SECTIONS & DETAILS CONTACT: MORGAN HOLEN I - - .; ♦ '�♦';® I o y H PHONE: (971) 409 9354 I I. J I 1 1 12 ♦. ®� Q W Z PI co .� ♦♦ I / �®® 0/ / C4.0 CURB RETURNS - PLAN & PROFILE EMAIL: MORGAN@MHOLEN.COM I 4 I' e ® : 1 i►� / C4.1 SPOT ELEVATION PLAN LIJ '� 101.1I . 7 ,I /2/ SW I (� \� • - - - - Ø .I . < ROSARIO _IC5.0 TRACTA &TRACTBTRAIL, SDLN-00PLAN & PROFILEwVERTICAL DATUM I g 1 / SW BLUEWATER TERRACE, SDLN-01 PLAN PROFILE 1 '� - - - - - - I � LN C5.1 U C , S 0 & OCI 0 WASHINGTON COUNTY BENCHMARK NO. 757. - - �� / 21 / /r - hI /�" . C5.2 SW PEACE AVENUE, SDLN-02 PLAN & PROFILELLI CI ELEVATIONS BASED ON WASH. CO. BM. 757, A BRASS DISK I 3 / /fir./ � I : . :' / /' C5.3 SW PEACE AVENUE (CONT.) PLAN & PROFILE > m 1 ,,. SW PEACE AVE , OP (A Q MARKING THE QUARTER CORNER COMMON TO SECTION 8 .♦♦•, - - - ,� TRA T PRIVATE TREET DLN PLAN PR FILE O (T2S) R1 W W.M. AND LOCATED AT THE SOUTHWEST CORNER I ©� . . \ C5.4 C C S , S 03 & O OF THE SW BEFF BEND ROAD AND SW 150TH AVENUE I I -•..♦, ,.:, SW STARLYN LN Al SDLN-04 o III I . . ,.. - ��:..-;�. .♦ .;,.;.;. .;.;.;.;.;.;.� ��:.;.;.;.;.;.;.; �.......� ,-......, �.......; ►��.,.♦.g, ,.y, / C5.5 TRACT E PRIVATE STREET, PLAN & PROFILE V INTERSECTION. I - ♦♦♦ ♦��♦♦♦♦♦♦♦♦♦♦♦1►� ♦♦ ♦ ♦♦♦♦ ♦ ♦♦♦ ♦♦ ♦♦♦�i♦♦♦♦♦♦►♦♦♦♦♦ ♦♦♦Li ^�♦4i �♦i♦��♦r -♦♦�� ♦♦♦♦�►®i•' ►♦ - -I I i!♦lw9ii. ®.!.!.!.��t_is.�.�.® .. .......... .!.!. .o!.'►.!.!.♦.®..:.:.:.3..•.•.!.®��E.:.:.•.•.11y�.•.•.!..® TRACT E (PRIVATE STREET) ♦� ,0 05.6 TRACT D TRAIL, EX. SDLN-06 PLAN & PROFILE NGVD 29 ELEVATION: 250.135 I I 2 / - _ i �--.-♦Os1 ro:®B : ®p�®O♦-p♦® ♦® w,* I ��""�' ' ®�" ® � ® � C6.0 SSLN-A PLAN & PROFILE N N N125 I 24 I I O� C6.1 SSLN-B, SSLN-F PLAN & PROFILE1 I , . 34 33 32 31 30 29 28 27 26 2322 �� a a a Wp �� I C6.2 SSLN-C PLAN & PROFILE041 IC6.3 SSLN-D, SSLN-E PLAN & PROFILE o 0 01 I. I I I I I I I I I I I 1 1 10/1 1 I I I I I I I I I r C7.0 WATERLINE PLAN o m M C8.0 SIGNAGE & STRIPING PLAN At C8.1 SIGNAGE LEGEND & DETAILS °JI _0 cu Z v 3 ®® jIOrr, , C9.0 CONSTRUCTION DETAILS - TIGARD c 3 3 N v, M ��I - - - - - - - - - - - - - - - - L - �/ I J A� I C9.1 CONSTRUCTION DETAILS - TIGARD a, L a, o a, :. .• e C9 2 CONSTRUCTION DETAILS - TIGARD o 0 oc a x > COIVIIVIUIVITY TRAILrRacrM . . . .TRACT B . . . . ®® TRACT A : I. ih I - • ♦ ♦ ■ \ - ,1 - - - - - - - - - - - - - - - - - - - - - - - - C9.3 CONSTRUCTION DETAILS - CWS fn "A C9.4 CONSTRUCTION DETAILS - CWS raxLor600 2s117a C9.5 CONSTRUCTION DETAILS - CWS, ODOT, BEAVERTON 2 DOCUMENT NO.2000-031295 Q SITE MAP I I L1 .0 TREE CANOPY SITE PLAN AND OPEN SPACE PLANTING PLAN z0 Z CO SCALE. 1 40 I L1 .1 OPEN SPACE TRACTS 'A', 'B' & 'D' PLANTING PLANS 0 OV Q w 0- � O r I L2.0 PLANTING LEGENDS, DETAILS & NOTES >z w w m <t 0 0 mzm0 in 0 E0.1 STREET LIGHTING COVER SHEET Q cc 2 w O w ce CO LOCATES (48 HOURS NOTICE REQUIRED)RED) I E1 .1 STREET LIGHTING PHOTOMETRIC Q N w Lcioj 0 e, ONE CALL SYSTEM 1-800-332-2344 I I N Q -. W -o (GENERAL TELEPHONE, NORTHWEST 1 0 0 = z P1 EROSION & SEDIMENT CONTROL COVER SHEET r� NATURAL GAS, PORTLAND GENERAL O o ELECTRIC) P2 CLEARING & DEMOLITION EROSION & SEDIMENT CONTROL PLAN 0 .712_ o 0 w � 'el; 9 Ui REPAIR EMERGENCIES DISTURBED AREA GRADING, STREET, UTILITY CONSTRUCTION EROSION & 0 F- Q a a N- P3 SEDIMENT CONTROL W p p m I 0 NORTHWEST NATURAL GAS - 800-882-3377 SITE INFORMATION (ONSITE & OFFSITE) I P4 VERTICAL CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN 1 14 CENTURY LINK - 877-348-9007 1 PORTLAND GENERAL ELECTRIC - 503-464-7777 TAX MAP: 2S1 08DC ONSITE = 194,994 SF P5 EROSION & SEDIMENT CONTROL DETAILS 0 L COMCAST - 888-824-8264 TAX LOTS: 105, 106, 12600, AND 13500 OFFSITE = 11 ,025 SF P6 EROSION & SEDIMENT CONTROL DETAILS CLEAN WATER SERVICES - 503-681-3600 SITE ADDRESS: 15955 & 15975 SW 150TH AVE. TOTAL DISTURBED AREA = 206,019 SF I z c CITY OF TIGARD PUBLIC WORKS DEPT. - 503-718-2591 TIGARD OREGON, 97223 (4.73 AC) - 503-639-1554 SITE SIZE: 4.95 ACRES w VERIZON - 800-483-4000 rn FRONTIER - 800-584-3384 ORE ZONING: R-7 I Project RIDGE r ��F _ Ya IMPERVIOUS AREA G ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Q O No. 9 _ STREET PAVEMENT = 40,242 SF 141-037 7 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. c� c> SIDEWALKS &TRAILS = 15,827 SF w THOSE RULES ARE SET FORTH IN OAR 952-001-0010 (((Wei PRIVATE PROPERTY = 87,120 SF Type o THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF kkv� 1110 EXISTING IMPERVIOUS TO REMAIN = 11 ,980 SF ENGINEERING ,(7 THE RULES BY TOTAL DEVELOPED IMPERVIOUS = 155,169 SF Sheet bc NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER H IS �00\332i 5 C0.0 m (503) 232-1987. GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) WATER SUPPLY (CONT.) a PA 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE ABBREVIATIONS w Q STATE LAW, THE TIGARD MUNICIPAL CODE, THE 2015 OREGON STANDARD SPECIFICATIONS AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING ] = Q FOR CONSTRUCTION AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE SHALL BE THOROUGHLY FLUSHED, AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE PC POINT OF CURVATURE 0 N -WN -W I Q REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY CHLORINATED, AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE PCC POINT OF COMPOUND CURVATURE U. Q j 0) 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM INSPECTOR, IN WRITING, OF ANY ALL ASSIGNMENT CHANGES. BCAB AGGREGATEEINCURBBASE (, HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF PI POINT OF INTERSECTION r� J o0 / BCR BEGIN RETURN o 0 TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER BM BENCH MARK R PROPERTY LINE V Q I ao TRANSPORTATION, FHWA, CURRENT EDITION. TRAFFIC CONTROL IN THE STATE RIGHT OF INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 TO 50 MILLIGRAMS PER LITER BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVATURE ; 0 E 2 Z PT POINT OF TANGENCY 2 0 WAY SHALL COMPLY WITH THE 2015 OREGON STANDARD DRAWINGS. DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER (MG/L), AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN CIP CAST IRON PIPE PVC POLY-VINYL CHLORIDE (J z o 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION CJ CONTROL JOINT R RADIUS 0 THE CITY'S STANDARD SPECIFICATIONS, THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND CL CLASS CENTERLINE WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH, POT RCP REINFORCED CONCRETE PIPE N I CONSTRUCTION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPERABLE R/W RIGHT-OF-WAY CMP CORRUGATED METAL PIPE Q - 0 TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER CMU CONCRETE MASONARY UNIT S SEWERsD STORM DRAIN W z SOLUTION IS OF THE SPECIFIED STRENGTH.TREATED (CHLORINATED) WATER SHALL BE CO CLEANOUT z AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. SL SEWER LATERAL z 0 a 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING CTV CABLE TELEVISION STA STATION 0 Q 0 FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. BACTERIA. DURING THE CHLORINATION PROCESS, ALL VALVES AND ACCESSORIES SHALL DI DROP INLET STD. DTL. STANDARD DETAIL �My a W 3 RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A BE OPERATED. ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED. DIP DUCTILE IRON PIPE T TELEPHONE LL N o c' E ELECTRICAL o 0 AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE ECR END CURB RETURN TB THRUST BLOCK uJ Q PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER TC TOP OF CURB J p TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY / EJ EXPANSION JOINT uJ M 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL THE EL ELEVATION TCD TOP OF DONCRETE § Z z T TOP OF DIKE � Q GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO EVC END VERTICAL CURVE TF TOP OF FOOTING w J 0_ THE DISINFECTION WATER MUST BE DISPOSED OF EX EXISTING END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO THE PERMANENT SOURCE OF SUPPLY. TG TOP OF GRATE 0 g H WORK. DISRUPTION OF TRAFFIC IN THE STATE HIGHWAY SHALL COMPLY WITH THE ASSURE PROPER FUNCTIONING OF THE FACILITY. IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A FF FINISH FLOOR TI TRAFFIC INDEX - w 1 FG FINISH WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING TL TRAFFIC LIGHT GRADE J 0 >_ APPLICABLE 2015 OREGON STANDARD DRAWING AS SHOWN ON THE APPROVED PLANS. 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF FH FIRE HYDRANT TP TOP OF PAVEMENT IL 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. FL FLOWLINE TYP. TYPICAL NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK ENVIRONMENTAL QUALITY (DEQ). AFTER FLUSHING AND DISPOSAL OF THE DISINFECTION FLG FLANGE VW TOP OF WALL STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. SOLUTION THERE WILL BE ANOTHER 24-HOUR PERIOD PRIOR TO BACTERIOLOGICAL G GAS VCP VITRIFIED CLAY PIPE TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARD GM GAS METER Lc 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER UPI VERTICAL POINT OF INTERSECTION cv GB GRADE BREAK INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. WATER PERSONNEL WORKER. W WATER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC GSP GALVANIZED STEEL PIPE WM WATER METER 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN 23. PROVIDE AN ECLIPSE No. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, HP HIGH POINT � WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND ST. LOUIS MO 63102. THE SAMPLING STATION SHALL BE 2-INCH - 0-INCH BURY WITH WV WATER VALVE (\y\- S I THE HOURS OF 7: 00 A.M. TO 7: 00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY THE DEVELOPER SHALL L CURVE LENGTH z� o c\' A 3/-INCH FEMALE IRON PIPE THREAD FIPT INLET AND A 3/-INCH UNTHREADED HOSE DELTA (CURVE CENTRAL ANGLE) pCITY MANAGER. 4 ( ) 4 LF LINEAL FEET zPROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE f APPROXIMATELY 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, MH MANHOLE PERCENT z - o czi FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. MJ MECHANICAL JOINT % TO 9: 00 A.M.-3: 00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION < LESS THAN cl I PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3: 30 P.M. AND 9: 00 A.M. SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS N.I.C. NOT INCLUDED IN CONTRACT ��3�rn o o OCEW ON CENTER EACH WAY GREATER THAN UNLESS AUTHORIZED BY THE CITY ENGINEER. WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE ,l \st`' _ 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL WATER SUPPLY GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE 124 W\\- o ALSO BE PROVIDED FOR. SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A S Q AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC 1. ALL JOINTS TO BE RESTRAINED. 1/4-INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/-INCH PET COCK ON THE �+ SAFETY. 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY WITH 72 HOUR NOTICE. VENT PIPE. STORM AND SANITARY 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO TIGARD WATER PERSONNEL IS PROHIBITED. OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED. ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED To A 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, CONSTRUCTION SITE AT ALL TIMES. ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND DRAINAGE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE KEN FISHER AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION(AWWA) INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING STANDARDS. APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY LINES. WORK COVERED BY THE PERMIT. 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT 14. A COPY of THE PERMIT AND ALL ATTACHMENTS, AND A COPY of THE APPROVED 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD AREAS. CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. AND MADE IN THE UNITED STATES OF AMERICA . PIPE SHALL BE USA "TYTON"JOINT PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM (USA). D- 3034 (SDR 35). ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER AASHTO T-99 IN PAVED THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE OTHERWISE SPECIFIED. OR STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 EXCAVATION AND GRADING NON-STRUCTURAL FILL AREAS IS 90%. TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK INCHES. BACKFILL SHALL BE %-INCH - 0-INCH GRAVEL. 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE PERFORMANCE. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY REQUIREMENTS OF CLEAN WATER SERVICES. TESTING SHALL BE PERFORMED AFTER 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE OTHERWISE VALVE ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A OPERATING NUT EXTENSIONS WILL BE REQUIRED. 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT AREAS. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 10. THRUST BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SPECIFIED BY THE CITY PROJECT INSPECTOR OR ENGINEER. POURED CONCRETE THRUST AT ANY TIME. MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS A ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED, AND MARKER TO REMAIN IN ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE t/l) IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. PLACE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF DETAIL 290-ST). W 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE CONSIST OF AN MJ X 2-INCH IPT TEE AND 2-INCH IPT X 110 COMPRESSION FITTING AS MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. l' INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ MANUFACTURED BY MUELLER COMPANY. 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM 9. STORM LATERALS WILL BE 4"DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE, 6-INCH BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5: 1 SHALL BE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 0 z OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. FLG. X MJ GATE VALVE, 6-INCH MJ X MJ HOLDING SPOOL AND A MODERN MUELLER ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE 10. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED `D"IN THE CURB. Z 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD CENTURION FIRE HYDRANT, A-443, 6-INCH MJ, 5 1/-INCH MVO, 3 PORT (2-2 1/2-INCH BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS of O .1 GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, NST HOSE CONNECTION, 1-4 lh-INCH NST PUMPER,) 1 ih-INCH PENTAGON OPERATING REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN w w MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: WATERIOUS PACER 6790, TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A WATER SERVICES `DESIGN AND CONSTRUCTION STANDARDS". Q C..7 cc AND MATERIAL. CLOW MEDALLION. SIX INCH LAYER OF 11h" - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM Ce 0 - 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. UJ p WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC lh CUBIC YARDS OF CRUSHED 2-INCH - 3/4-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO 13. ALL SANITARY LATERALS SHALL BE STAMPED 'SIN THE CURB Z m °C PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A W cL Q ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2: 1 AT FINISH ONE PIECE 2'X4" MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE 0 EFFECTIVE DRAINAGE CONTROL. WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6 INCHES THICK GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE ~ 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE ALLOWED IN THE STRUCTURAL FILL. DETAIL 290-ST). NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN 15. ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITARY N N N 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY INCHES OF SEPARATION BELOW THE WATER LINE. ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR MANHOLE IN PAVED AREAS. CV CV CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. o N - CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS CONTINUOUS WATER SERVICE TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO 6. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S EXPENSE. SHUT DOWN SERVICE TO MAKE REQUIRED INTERTIES, THE CONTRACTOR SHALL NOTIFY THE REPORT/RECOMMENDATION CHANGES. ate' ate' ate' U. 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE NOTE: ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED 0 0 0 °C HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE TEMPORARY SUSPENSION OF WATER SERVICE. AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO o w NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE 16. PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ONSITE REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. m o APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL PRE-CONSTRUCTION MEETING WHERE THE CUT-IN SCHEDULE AND COORDINATION WILL BE ENCOUNTERED. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE ONSITE FOREMAN, CITY PROJECT 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A '' � � v IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND o a; 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL INSPECTOR, AND TIGARD WATER PERSONNEL. THIS MEETING SHALL TAKE PLACE PRIOR TO MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. v z CU SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES a� ,, v, BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO EACH CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE 9. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY ASSOCIATED WITH THE PROJECT. a3, a N • `" TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. CONNECTION. THE CONTRACTOR SHALL HAVE ALL FITTINGS, PIPE, CHLORINE SWABBING PRE-NOTIFICATION, ETC.). a, ns a, .o o v THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE EQUIPMENT, PUMPS AND HOSES, AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN o o cc a i > RESULTING FROM THE PROSECUTION OF THE WORK. CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY ROADS (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO CONNECTION TO THE EXISTING WATER SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHALL THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT m OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT 18. ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN ONE (1 ) FOOT OF A SURVEY MONUMENT LOCATION HOLDERS EXPENSE. TESTING AND CHLORINATION. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A HYDRANTS, INDIVIDUAL SERVICES, SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO Q 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER SECOND (FPS). RELATIVE DENSITY OF 95% OF T-99. 4 ROCK IS THE MAXIMUM ALLOWABLE SIZE. DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CO ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ( ) 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT 0 0 ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL 19. PRIOR TO ANY FLUSHING PROCEDURES, THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN GEOTEXTILE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD /o 2O L z z N BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS PROVIDING DIRECTION OF FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE U Q H O CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED T CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED), IN ADDITION, THE PRACTICES (BMPS), AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR w IL a I= T ENGINEER. WITHIN THE PROHIBITED AREA. Z Q= w > Q "' APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPROVAL. A 72-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR o= w g N TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES o w o_ w 0 oo APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. :N Q W W m O o POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED m z CO AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X COMPACTION TESTS PER AASHTO T-180 AND THE ROADWAY BASE ROCK HAS BEEN Q Lo _1 o 0) AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT INSPECTOR. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS o > w yw. -o (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SHALL ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE Q N = w > 0 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 PSI. WATER NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO CC co O S MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT cn 0) "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 0 o z_ 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ALL w p o REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY w cn z C� BUILDINGS TO THE SEWER SYSTEM. PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE CITY PROJECT W I- < m a NI 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, INSPECTOR. PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. o 0 LL o ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB °' AGREEMENT NOTE # 5.) r6 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 0 L REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL a) ai VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND z 5 TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE w 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE o) WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION OF THE OWNER OR THE ENGINEER. Project ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. DARBY RIDGE 0 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. No. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING 141-037 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF Type FINAL LIFT OF ASPHALT HAVE BEEN PLACED. WORK. ENGINEERING o a) 0 Sheet nL LL mCo. ' a ,,,-. Q w 0 Q co T I� Q N 1w Q D L " _I o 12600 and 13500 6. Prior to commencinganysite work, the applicant mustprovide revisedplans identifying the o 6'sidewalk z pP g Q J heights and materials of the fences proposed along both sides of the River Terrace Trail o 0.5'public access behind sidewalk Z 2 0 0 COMPREHENSIVE corridor. Fence height must meet safety standards for fall prevention.The fence on the south o 8'public utility easement across road frontage,outside of right-of-way rr�� U PLAN side of the trail must not obscure views to the south and must be constructed of durable metal V E I 0- DESIGNATION: Residential,Open Space that is dark in color or painted matte black,similar to view fencing along other portions of the SW Peace Avenue(Local Residential,full-street improvements): z - / River Terrace Trail corridor. Chain link fencing is prohibited on either side of the River o 50'right-of-way dedication(total) J ZONE: R-7 Terrace Trail corridor. 0 28'paved width W Z a p o (2) 0.5'curb Q 0 a APPLICABLE The applicant must prepare a cover letter and submit it,along with any supporting documents o (2) 5'planter strip w w § REVIEW or plans that address the following requirements,to the ENGINEERING DIVISION,ATTN: o (2) 5'sidewalk = 0 0 CRITERIA: Tigard Community Development Code (TCDC) Chapters 18.110, 18.290, Joe Wisniewski,Principal Engineer at(503)718-2433 or JoeW@tgard-or.gov.The cover letter o (2)0.5'public access behind sidewalk W z 18.410, 18.420, 18.640, 18.710, 18.770,18.810,18.830,18.910, 18.920,and must clearly identify where in the submittal the required information is found: o 8'public utility easement across road frontage,outside of right-of-way W Z o 18.930. Z f J a 7. Improvements associated with public infrastructure must be designed in accordance with the SW Bluewater Terrace (Local Residential, full-street improvements): 0 Z CONDITIONS OF APPROVAL following codes and standards: o 50'right-of-way dedication(total) 0 w 1 THE FOLLOWING CONDITIONS MUST BE SATISFIED o 28'paved width a > 0 City• of Tigard Public Improvement Design PRIOR TO PERMIT SUBMITTAL: p Standards o (2)0.5'curb • Clean Water Services (CWS)Design and Construction Standards o (2) 5'planter strip • Tigard CommunityDevelopment Codes,Municipal Codes o (2) 5'sidewalk 1. Prior to permit submittal,the applicant must submit an Autocad file of proposed street names Pp o (2)0.5'public access behind sidewalk Ln N and address assignments and pay the address fee. Contact Oscar Contreras at 503-718-2678 or • Tualatin Valley Fire and Rescue(TVF&R)Fire Codes I o 8'public utility easement across road frontage,outside of right-of-way OscarC@a,tigard-or.gov for submission of the Autocad file. The address fee will be assessed in • Other applicable County,State,and Federal Codes and Standard Guidelines �� 1 accordance with the current Master Fee Schedule. Private Streets,Tracts C and E(Local Residential,full street improvements): c2 w &o s°p N 8. Improvements associated with public infrastructure are subject to the City Engineer's review, o Minimum 20'paved width n- z 1 THE FOLLOWING CONDITIONS MUST BE SATISFIED modification,and approval prior to the applicant receiving a Public Facility Improvement(PFI) n ? N o co -) CD • Pavement section for alleys must meet City of Tigard Minimum Pavement 0 D PRIOR TO COMMENCING ANY SITE WORK: permit and commencing any site work. ��rn o �_ Section for public local residential streets The applicant must prepare a cover letter and submit it,along with any supporting documents o 6'curb-tight sidewalk ,l \' orplans that address the followin re uirements to the PLANNING DIVISION,ATTN:Jenny9. Prior to commencing any site work,the applicant must submit a Public Facility Improvement q private �� W�� g q Sidewalk required on minimum one side of streets o McGinnis 503 718-2427 or enn McGinnis and-or. v. The cover letter must clearly (PFI)permit to cover all improvements associated with public infrastructure.Four(4)sets of ( ) J Y• �� identifywhere in the submittal the required information is found: detailed public improvement plans must be submitted for review to the Engineering q 11. Prior to commencing any site work,the applicant must obtain all required approvals and permits > Department. An engineering cost estimate of improvements associated with public for construction from all necessary agencies including,but not limited to,Washington County in 2. Prior to commencing any site work,the project arborist must perform a site inspection for trC infrastructure (including but not limited to:streets,grading,public utilities,stormwater facilities, accordance with the Washington County comment letter dated 7/13/2022 for"Darby Ridge protection measures,document compliance/non-compliance with the Urban Forestry Plan,and streetlights,and franchise utilities)is required at the time of PFI permit submittal When the Planned Development?'(County File Number CP22-911). send written verification with a signature of approval directly to the project planner within one water system is under the City of Tigard jurisdiction,an engineering cost estimate of water week of the site inspection. improvements must be listed as a separate line item from the total engineering cost 12. Prior to commencing any site work,the applicant must submit the exact legal name,address and estimate. NOTE:these plans are in addition to any drawings required by the Building Division telephone number of the individual or corporate entitywho will be designated as the"Permittee', 3. The project arborist must perform semimonthly (twice monthly) site inspections for tree and should only include sheets relevant to improvement associated with public and who will provide the financial assurance for the public improvements.Specify if the entity is protection measures during periods of active site development and construction, document infrastructure. PFI permit plans must conform to City of Tigard Public Improvement Design a corporation,limited partnership,LLC,etc. and the state within which the entity is incorporated compliance/non-compliance with the Urban Forestry Plan,and send written verification with a Standards,which are available at City Hall and the City's web page(www tigard-or.gov). and provide the name of the corporate contact person. Failure to provide accurate information signature of approval directly to the project planner within one week of the site inspection. will delay processing of project documents. 10. Prior to commencing site improvements,the Applicant must submit plans showing the 4. Prior to commencing any site work,the applicant must provide a fee to cover the city's cost of following required street improvements to Engineering for review and approval: 13. Prior to commencing any site work,the applicant must provide a construction vehicle access collecting and processing the inventory data for the entire urban forestry plan(Urban Forestry andparkingplan for royal bythe CityEngineer. The purpose of thisplan is forparkingand J Manual,Section 11,Part 3).This fee amount will be for newly planted trees and preserved trees. SW 152`l'Avenue(Washington County C-1 Collector,half street improvements): approval P Q traffic control during the public improvement construction phase. All construction vehicle > o 37'right-of-way dedication(from centerline) parking must be provided onsite. No construction vehicles or equipment will be permitted to 5. Prior to commencing any site work,the applicant must provide revised plans showing the River o 25'paved width park on the adjoining residential public streets. Construction vehicles indude the vehicles of 0 Terrace Trail as being 12 feet in width. o 0.5'curb any contractor or subcontractor involved in the construction of site improvements or buildings Ce o 5'planter strip CL CL Q PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 2 OF 74 PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 3 OF 74 PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 4 OF 74 LL O Z o O W CI O proposed by this application and must indude the vehicles of all suppliers and employees the subdivision plat boundary.Along with the coordinates,the plat must contain the scale in °C CI associated with the project 23. Prior to commencing any site work,the applicant must provide a performance bond for all factor to convert ground measurements to grid measurements and the angle from north to grid Z m CC public improvements and private stormwater treatment facilities associated with the north.These coordinates can be established by;GPS tie networked to the City's GPS survey or 0 oC 14. Prior to commencing site improvements,the applicant must provide a photometric analysis for development by random traverse using conventional survey methods. V the review and approval. The applicant must submit plans showing the location of streetlights and the type and color of pole and light fixture for review and approval. Photometric analysis 24. Prior to commencing any site work, the applicant must submit a Preliminary Sight Distance 31. Prior to final plat approval,the applicant must submit for City review four(4)paper copies of will follow the recommended values and requirements described in ANSI/IESNA. All public Certification for review and approval. the final plat prepared by a land surveyor licensed to practice in Oregon,pay the final plat fee, o 0 0 streetlights must be PGE Option B. and any other necessary data or narrative.The final plat and data or narrative must be drawn to N N N the minimum standards set forth by the Oregon Revised Statutes(ORS 92.05),Washington 15. Prior to commencing any site work,the applicant must submit site plans and a final storm THE FOLLOWING CONDITIONS MUST BE SATISFIED County,and by the City of Tigard. Final plat will include signature lines for the City Engineer +; 4, I- U CD CD CCS u.I drainage report as part of the PFI Permit indicating how run-off generated by the development PRIOR TO FINAL PLAT SUBMITTAL: and Community Development Director.Note:Washington County will not begin their review o 0 0 0 will be collected,conveyed,treated and detained for review and approval. The storm drainage The a hcant must prepare a cover letter and submit it alongwith an supporting documents of the final plat until they receive notice from the Engineering Department indicating that the report must be prepared and include a maintenance plan in accordance with CWS Design and or plans address the followingrequirements,to the PLANNING DIVISION,ATTN:Jenny City has reviewed the final plat and submitted comments to the Applicant's surveyor.After the m o Construction Standards,the River Terrace Stormwater Infrastructure Master Plan and City of McGinnis (503)718-2427 or Jenny.McGinnis@tigard-or.gov. The cover letter must clearly City and County have reviewed the final plat,the applicant must submit one copy of the final Tigard Standards. identify where in the submittal the required information is found: plat,for City Engineer and Community Development Director signatures u; o -6_o v Z v ca 16. Prior to commencing any site work,the applicant must obtain a CWS Stormwater Connection 25. Prior to final plat submittal,the applicant must record the lot line adjustment with 32. Prior to final plat approval,the applicant must record all public utility easements,joint access c c 3 15 N v, Authorization prior to issuance of the City of Tigard PFI Permit.Plans must be submitted to Washington County and submit a copy of the recorded survey maps and deeds to the project easements,public access easements and maintenance agreements with Washington County and ", 3 5 •o N }' a) the City of Tigard for review. The City will forward plans to CWS after preliminary review. planner. provide a recorded copy to the City. o 0 cc a_ x° > 17. Prior to commencing an site work the applicant must submit site plans as art of the PFI 26. Prior to final plat submittal,the applicant must record the signed equitable servitude 33. Prior to final plat approval,the applicant must submit the Final Sight Distance Certification for Y pp p P document(Attachment 5)with Washington County prior to or concurrent with the recording P PP Pp g m Permit showing the proposed sanitary sewer system and associated facilities to be designed and of the lot line adjustment and provide a copy of the recorded document to the project review and approval constructed in accordance with the City of Tigard River Terrace Sanitary Sewer Infrastructure planner. Master Plan and CWS Design and Construction Standards. 34. Prior to final plat approval,the applicant must place all existing and proposed utilities Q THE FOLLOWING CONDITIONS MUST BE SATISFIED underground. 71- 18. Prior to commencing any site work the applicant must submit site plans as part of the PFI CO p p 4 Permit showing all proposed and/or extensions of public water lines,hydrants and water 35. Prior to final plat approval,the applicant must provide evidence that the Homeowners p z c\I The applicant must prepare a cover letter and submit it,along with any supporting documents C� U Q l= p r services to be designed in accordance with the City of Tigard Standards and the River Terrace Association(HOA)is formed and the Covenants,Conditions,and Restrictions(CC&R) U T and/or plans that address the following requirements,to the ENGINEERING DIVISION, z W Q �- Water Infrastructure Master Plan for review and approval_ document is in place with language in regard to the maintenance of tracts and private accesses. p� W > Q N ATTN:Joe Wisniewski,Principal Engineer at(503) 718-2433 or JoeW@tigard-or.gov.The cover W cc W m letter must clearlyidentifywhere in the submittal the required is found: oEc 19. Prior to commencing any site work,the applicant must provide written approval from TVF&R q SECTION II. BACKGROUND INFORMATION :I Q W W m U- ofor fire flow,hydrant placement,and emergency vehicular access and turn around. w 4 z c- 27. Prior to final plat approval,all improvements associated with public infrastructure including but m 0 - c not limited to street improvements under City of Tigard jurisdiction must be constructed, Proposal: 0 0 > W w 20. Prior to commencing any site work,the applicant must submit all public utility easements,jointThe applicant is requesting approval of a consolidated planned development review and subdivision a Q >- completed,and/or satisfied. The Applicant must obtain conditional acceptance from the City 0 _ >access easements,public access easements and maintenance agreements for review and application. The proposal includes a 34-lot subdivision for single detached house development,along o z -0 and provide a two-year maintenance assurance for said improvements. c') co S c approval. with the extension of existing public streets(Bluewater Terrace and Peace Avenue)and public amenitieso U O c0v 28. Prior to final plat approval, obtain a finaled Washington County Facility Permit for road along the southern and northern boundaries of the site. The applicant is also requesting a lot line 0 W W p o 21. Prior to commencing any site work,the applicant must submit an erosion control plan as part improvements under Washington County's jurisdiction. adjustmentbetween the property at 15955 SW 150 Avenue and the tract to the north in order to separate 0 Q CO Q U i of the PFI Permit. The plan must conform to the"CWS Erosion Prevention and Sediment the existinghouse from the rest of the developmentarea to be completed prior to subdivision recordation. I J,J 0 m oControl Design and Planning Manual"(current edition). 29. Prior to final plat approval,all public utility facilities including but not limited to storm drainage, CC ' water quality and quantity,sanitary sewer,water,gas,electrical,communication,and wireless Site History: cu (13 22. Prior to commencing any site work,the applicant must submit a final grading plan showing the must be completed. Private storm water quality and quantity facilities must be provided with Staff conducted a search of city records for the subject site and found one preapplication conference o c existing and proposed contours. The plan must detail the provisions for surface drainage of all (PRE2021-00042)for a 32-lot subdivision. No other previous land use records were found. two years of maintenance and entered into a stormwater maintenance agreement with the City. 0 lots and show that they will be graded to ensure that surface drainage is directed to the street or o c a public storm drainage system approved by the Engineering Division. The design engineer 30. Prior to final plat approval,the final plat must contain State Plane Coordinates on two Vicinity Information: z wmust indicate,on the grading plan,which lots will have natural slopes between 10 percent and monuments with a tie to the City's global positioning system geodetic control network(GC 22). The subject site consists of four tax lots. Two lots (15955& 15975 SW 150a'Avenue) are currently rn 20 percent,as well as lots that will have natural slopes in excess of 20 percent. This information These monuments must be on the same line and must be of the same precision as required for developed with single detached houses and the other two are tracts.The house at 15955 SW 150t'Ave Project T will be necessary in determining if special grading inspections and/or permits will be necessary. DARBY RIDGE N. Co No. T 141-037 7 PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 5 OF 74 PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 6 OF 74 PDR2022-00001 DARBY RIDGE SUBDIVISION PAGE 7 OF 74 Type n ENGINEERING o Sheet ^L co - - . 1 I It LEGEND Es ,,L,,, ,,„... 1 I I PPROOPPOOSSEEDDCEAESNETMERELNINTELINE c.c, I 0QI N I I I I I I , ..,.,(, , ,.,:), I I I I I I I ° V PROPOSED RIGHT-OF-WAY /R D O0 z D g - - PROPOSED LOT LINE J a 2 I I — — /// — — BOUNDARY LINE rrZ r z 0 — — 1 PROPOSED SIDEWALK/DRIVEWAY V I Et ii SW HUNTWOOD CT BY HOME BUILDER ~ o / - - - - - - - - - - - - - - - - Z (7 PROPOSED SIDEWALK WITH PUBLIC CC _ 0- FACILITY INFRASTRUCTURE PERMIT O z 0 w SW H U NTWOOD ST z I H - - - - - - PROPOSED PAVEMENT ry w W c Q 1 N N ° WOM3 IZ � I W _ — ' ' PROPOSED STANDARD CURB & GUTTER W I ; M 3 i zIJ - - — — - - - - - - - - - - PROPOSED STANDARD CURBZ1Ja Z m I PROPOSED WEDGE CURB O Z 1 I > 0 I W — PROPOSED LOCK+LOAD RETAINING WALL g d I I I I I I I Q LOT 72 .... I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL I I I I I I W I° I N Q 0 I _ I . ° I FRONTAGE FENCE W/COLUMNS I w I &�� 1--, I. ` I ,mow zc'o op N Z c !�: I "RIVER TERRACE CROSSING " I I�,d — — © ° I z I I I I I I I . I I EASEMENT NOTES �0, � • 0 .4' LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 I��` ♦I s �,P _ TRACT K 6.00' i ♦i I ° `2Jd W`' o ' . .I - - - - - - - - - - TRACT 1 e O 8.0' PUBLIC UTILITY EASEMENT (PUE) J q .�. 8 Q iallvil , �/ _ _185' 10.00' TRACT D f © 13.25' PUBLIC UTILITY EASEMENT & SIDEWALK EASEMENT . . . I � -l-r _83 -- � - - -r --_____ 1 02' Tom- - A � / f 20.00'� fOP 5666 SF 173' f ♦' ° (PUE & SWE) ® — I 3' _ _ - - kiwi- 1L - - - - - - — 8.0' PUBLIC UTILITY EASEMENT & SIDEWALK EASEMENT 87' Mil trt: l i i 15 -�! 7 15 Ln1 r 173 I,` r , (PUE & SWE) I $ ( 6_) rn 3827 SF 22' 1 ®7 Iij 3387 SF I N ° a I t411l17 4.0' WATER EASEMENT IIM I ' • ° IIII ♦1 I I 3554 SF 1 CO 4 I_ 3651 SF I I �,� ►�j; I i II I �� I • • ° I �i♦i - I i / = - , ♦ a 4 �, ►..►� I 15.0' SANITARY SEWER EASEMENT I`t I 1 '®- ♦ I 90' 95' ♦ . . . • .°. 1 . . . . I► _►♦ . •'' — — — — — — — — :!_ . . a ° ° °. :14.....:**: .° I I I i I 37.00' a ,�♦ ��I ♦ 22.25 ° a I ;i�j 95' / 6 STORM SEWER EASEMENT ► � .,iII ♦� �i14: ►♦� �� ♦7 20.00' ° 4. ° ♦�I 125.00' $$ I '� 9 14 i� 6 ° ° 4 ; i♦iii I ' ' 11 V O 5.0' PRIVATE UTILITY EASEMENT ►- 4- ��♦4 3591 SF o 3797 SF 425094 SF , • a° ♦♦<►♦♦t 1 $ I I P , , I ° 4 • % 3522SF 30' TEMPORARY CONSTRUCTION EASEMENT ♦' • 3417 SF I ►i♦i; I ii� LiiI I ° . .°p.: a°.. I C y J 10 WALL MAINTENANCE EASEMENT co I I 1 I - 90' J L - 95' - - L J 4U I 7——1 b 0 Wb •-1- ' .:r. ..° .- ' / ! il FjiI o 3591SF Io 4 I ♦i►�♦i ' ' 3744SF °1;.,k,,,,;4; —I/I i, [ 3797SF >1 1 1 . I ► "' TRACTNOTES 5 I ,3423 SF c0 �i�►♦i' I ♦♦i 7 / I: . I I I co M 1; :.♦i �i� ♦♦! / I ► 1 I 1 . TRACTS A, B, & D SHALL BE DEDICATED TO THE PUBLIC & a i /��'+!i, ♦1I L_1 90' J 1 95' L J ♦♦4 L 1{}5' 2' ROW DEDICATION OWNED & MAINTAINED BY THE CITY, PENDING FURTHER 1 1 1 ♦� '� ♦4 r- r ♦♦�C 3331 SF 1 �� I Iar — — — — YREVIEW AND APPROVAL. 6 IIL — -90- — I 1 I ►♦�, I o 2. TRACT C & E WILL BE PRIVATE STREET TRACTS, OWNED & Z 11 12 ♦♦ R57.00 3781 SFCe I13978 SF 4272 SF �i♦Ii I / ` Cf) IMAINTAINED BY THE BENEFICIARIES (LOTS TAKING ACCESS) 0 2800' L / II WITH STORM & SANITARY EASEMENTS TO THE CITY OVER z14 I u, LD I I I I 3605 SF 1►��% I I R28.00' ♦.4 i 'l`L/ )*A I SW/ THEIR ENTIRETY.I1 I - 1 - - I R OSARIO 2 o 0 cj I I 15.0' °C I `' 73' 8.00' 95' ♦i! 20' 115' , rn / Il 1 LN� `♦� - - - - - - - - - - - - .� REAR oc T - - �o- - - �� /. R55.P0' 21 0 Wco r , W / 7 ' i i 4483 SF Iil 11► 40.41 M /— . / , 1 3 I1 / I 3608 SF _ �.�'•' CC SW PEACE AVE / . s, <' ,/ 19 ♦��♦� 8 00 50 00 , 2y / ►♦��♦� f" /�, - - 92' 19.00 a I — — Io0I _ - ---------- - - - - -- ---- ---- - - -Li (PERIMETER SIDEL ' ♦� ® ® �'♦i♦ ♦♦i♦i♦i♦♦! ®♦♦i �♦ ♦ ®► ��♦♦♦iiii®� � i♦ice,.,�—%%%%%%%i; .�.�� ` ° — - 200 N♦ �►♦�► �► D♦O♦♦♦♦• ►♦♦4""*"i Giii*- . * s si ...... ♦ ---- ♦♦♦ \♦♦♦♦♦♦♦♦♦ ii �� ►i♦� 3x ��®►. s-��. ...............�................ .v.... . 2• - If 3.0 fa RS W 2 I� J *A` 8.00' 26' 40' 40' - 40' 38' 40' 40' 40' 31' 8' _ _ / ��\ : • -q��►®OiOi� ��♦�♦�� ♦��♦ � �� • , • I STREET SIDE i 20.0' SIDE GARAGE w Cr)CC O �v 3.001 12.00' 20.00' i i i i i r l I I - - - - - - — c( I co q III I 11 1 � ► ► (A I 1 \1 �II7 III 1 1Ir I 1 I r III , 1 25 , k- 24 I � — I� a; 1 — — — — �� 34 33 I 32 , 31 30 1 1 29 I I 28 I I 23 Q1 I 4 22 � I I I I I I I I 27 I 26 III 3659 SF 1 I I p - 90 - 3808 SF 3600 SF 3600 SF 3600 SF 3420 SF 1 1 3600 SF 3600 SF 1 3600 SF 3421 SF I 1 3758 SF I 3711 SF III 3616 SF 1 � 4 L - u cu C 3 z N N �.� O N ni CO I: 1 Io IzI I I ♦ � I a , •01 fry •0'1 O 01 I 0 0 0 0 I 0 0 G�I O *r N- ♦�I 0 G cc a 2 -HIv 1 1 1 1 (j 1 1 1 co cc 1 00 ♦� ♦• r` I I ♦.I 5162 SF I ,♦,.♦. �� ° APPROVED SETBACKS Ire 1 1 i�♦� I 11 11 11 11 I 11 I I1 ♦ m y 0 I I I O 41 I I I 11 I 1 ♦'I NTS 1 ♦ '•4 of I I 9 I I I I I 9 I I 5 I 11 I 1 \ a ■ ■ ■ oar./ 1— Jt ` 1 i- J L J co , II ...0 17d • .- 1 < loco z.- 0 90' I I 'I 43' 40' 40' - - 40' - - - 38' 40' 40' 40' 38' 38' _ _41' 43' ! 41' I I I ♦ I I co W Z Z 4c\J - - I-- - - - - - - - - - - - - - - -_ - _ - _- _ - - -_ - _ - - - 522' i '� O O A 62' A�1I a O T o TRACT B o �•®o �� 0 20.00' 12.00' TRACT A a �14 z W 0- Q � r TRACT M N , . N N 10448 SF I_ — — — 4 — W W > i N • n•_•r -L ' ■_ ■ ICI•�� •■_ ■ r•_■ ■_ • 7 ■_•r • _■ V_ • N•_ ■ r • _■ n•I ■_ I r • _•■_M' ■ ■ r!_■ . ■_ • 7•_ ■ O. • _■ ■_•11•_ ■ P • _•■_•7 ■_ ■ ' • _•■_ • � ■_ ■ PI'•_■ ■_ • 7 ■_•E ■ _■ ■_ • 7•_ ■ r • _■ ■_•7!__,•I'r' I.•- c o W W o — — — — - - — — ° O QWIzOO 0 1 H m Z 4 1 I °co i I a La o > W }W - DOCUMENT NO.CD TAX LOT 2000-031295 I . I 0 c� 4 O w M I O � � Ti I a I U wQW a Z O ° aCCm co I I CC o0 I I I• o c I ° L 0 N d c z 5 1 w rn I Project I I DARBY RIDGE COI I a J LE 0 41 30 0 15 30 No. ',77 ► _ _ 141-037 Type a 1 INCH = 30 FEET ENGINEERING m I .o ► Sheet w / I co CO.3 / � _ LEGEND a Q / / D � X a..1 - RIGHT-OF-WAY LINE O Q I N I I 1_� - _ - - x . 1 - - - BOUNDARY LINE ] ig I I I I - EXISTING LOT LINE L9 C z ] 1:: � J ao _� J J �'- - - - EASEMENT LINE �, 2: a - - CENTER LINE 02 0 i 0 0. V IL _ _ I d x I XSD XSD - STORM DRAINAGE LINE - I a I I I I I I a .I •G ' I XSS Xss - SANITARY SEWER LINE N J (I I I v1 m� W " Z 0 Q I I I - - - - ad XW XW - WATER LINE 0 z 0 a TiW e. x`\ EX. SDCB XG XG - GAS LINE LL N N� � LL Lli i 1 1 Q J _ RIM=362.5'± XCOM - COMMUNICATION LINE o 0 �° I I Q I Q I EX. SDMH I ;364� I SUMP=356.1'± XT XT - TELEPHONE LINE W • Z o I I �u RIM=362.7'± 11 - _ x XE XE - UNDERGROUND POWER LINE Z LOT 1 EX. SSMH W J a I I IN(N)=356.2'± RIM=358.6'_ 0 c EX. SSMH J IN(E)=356.2± v . 36 ® �u + XOH XOH - OVERHEAD WIRE Z RIM=350.16'± m EX. SDMH I �- 2 _ IN(N)=352.4'± ~ J 0 IN(N)=340.8'± ■II Q OUTS)=356.0± �!I o - IN(E)=352.4'± X X - FENCE LINE (AS NOTED) a c, a IN(S)=340.8'± RIM=349.24 /I c� X I \ OUT(S)=352.2'± wv III 30 IN(N)=34 .1 ± 3 ,� �\� 0 0 - FENCE LINE (AS NOTED) OUT(E)=340.6'± I M I 30"IN(E)=34 .1'± x �x 8� �- x . , EX. STREET SIGN - - - - 132- - - - - EXISTING 2' CONTOUR I l N o AND STOP SIGN Ln - -130- - - - EXISTING 10' CONTOUR N I IX X \ - - cn Eh XSS- o - - -� - - �358 I _ SW HUNTWOOD COURT - CULVERT �� '�" cv' 5 I Ig ■`I \ - - - - - - - -� x " x �' EX. SDCB # zo �, x �' 0 .. \ # - CONIFEROUS TREE (DBH) �W ��p N f. XSD- ,�,� 1 RIM=358.0'± z _ XpA XW XW XW XW XW XW XW XW XW XW XW XW - - FP x - - - - DECIDUOUS TREE (DBH) r w oD C� E SSMH SW HUNTWOOD STREET - ''�'�` 'i co_ EX. SDCI ® ''-�d '/ 2 � o � .� o RIM=345.9T± i • - - x o ° t � - TREE TO BE REMOVED �.� � I I OU M=345.97± - - - - - - - - - RIM=347.8± 3, cx EX. SSMH I I ` - - OUT(S)=342.3'± ,I _ RIM=355.5'± �,� EX. SDMH SUMP=340.8'± X IN(N)=349.3'± # - DIAMETER (INCHES) AT BREAST HEIGHT Vd� o + EX. SDCI cn I = ± RIM=340.54± EX. SDCI v OUT(S)-349.1 �� ' RIM=340.82'± ►► ►► IM=340.53'± � � LOT 72 XN ��` I.� ❑ - CATCH BASIN/DRAIN INLET 30 IN(N)=331.3± RIVER TERRACE CR SSI NG s2-.�, 10"IN(SW)=330.6'± OUT(W)=332.8± OU (SE)=335.2± EX. SDMH �3 x TRACT 8 10" IN(E)=330.6'± I SUMP=332.4'± SUMP=333.3'± - �' ►► VALLEY VIEW " - STORM MANHOLE RIM=345.7'± `x _� - I 30"OUT(SW)=329.3'± ,/ - - - - © IN(N)=340.4'± x I QS - SANITARY MANHOLE _ _ ` -LQT 79 1 LOT 78 LOT 77 LOT 76 I LOT 75 LOT 74 LOT 73 'T I OUT(W)=340.2'± 350 x WVvi - WATER VALVE I EX. SDMH TRACT K` SEX. SD 1 EX. SDMH EX. SDMH I �� 37.00' X4.t, , ° TRACT E z RIM=333.31± RIMS 39.67± ] EX. SDMH RIM=339.0± EX. -SDCI TRACT I IF ' - I ® - IRRIGATION VALVE \ i + IM=336.8'± - Ill ` RIM-341.2'± !- 3 RIM=337.4'_ IN(E)=326.6'± ` OUT(E)1333.3'± N(E)=331.0'± O .d )114"/,A1 IN(NE)=328.4± ° �� IN(E,NE, W)=332.2'± X - 6�11T(SW)=335.1'± 41 -348 X\ x �' '.''�� EX. -SDMH - GAS VALVE I OUT( =326,13'± 1 SUMP3,32.1'± _ N89 42 03 E 369.71 ,+ _ I► I RIM-347.6_ I ` �33 �c' ;, l OUT(1/V)-328.3'± OUT(W)=330.8+ OUT( E)=332.0 _ SUM 3± 11II + 03 8� �i r �� - - - - - - - - - - - kni:‘ - t� �i� IN(N)=342.0_ xi © - GAS METER ( L� T �� N w �v x IN(NE)=342.0'± - 0 a' <e XSD XSD XSD XSD XSD Sp XSD XS XSD �C SD X C XSD-�-XSCt XSS I` FIRE HYDRANT ASSEMBLY ( SD 4• �� _i� / TALC LOT 12600 IIiHCTf_�.� �.� X OD F E/ \;� 3� X ;� OUT(S)=341.8'± ;. -c _ F" n z -�� sE"% � _ _ _ _ z - FIRE DEPARTMENT CONNECTION mr - f, ; d c) EX. STREET SIGN TEE d32 \ �+n L-15.50 Q }�IV"I' / _ - -- - 1 \ v� x - TELEPHONE MH/VAULT 3 I I - -,- -`33s17; L-5.50' -�\� -� - 0 `�8` � - A'%336 �/ ( I x/ O wN04°15'45"E 43.21i. X\ I / ��' -! � R=141.00' R 91.60„ - ,L �\- l/% \ ., 4 .. I 336 \ °- - S00 04-'0-7"� 20.00.1 - \- \ 344 ` nl 15" RCP IE-344.2± - ° , \ I ' - ►= - ,_ 3 `�? X I -� SIGN° ,� 334- 4-1 38 59 I �-f- . y �\,- ° 3Q N. �,t ►► ►► N89 55 53 E 2.36 I I lit \� - ��6 17 59 - ° �,n'� � ,r,. :^y; ` : �� d _% a .. a - - -^ \ �, ° CH=N19-94�5 l 1 °' �`� Y �, \ �'' '� EX. SDAD O R C A S ESTATES - SURVEY MONUMENT FOUND O6 o l LI--316 4 p5 I� - -332 - -;(�_ :;;:..' ��`,� �L EX. H��USE \ \,- 342 >, \ \ '�, - J 5�\ �� \ l n- �_ „ a ^,, . 7 -� \ 33�\ \ N \ 1 " RIM=337.9'± QM - MAILBOX \ \x / \ 4 1 .50 d ^�� `'' ` y 1 ' ^ \ _I;, 5.00' , OUT(S)=337.2'± LOT 1 / v,' -� / -s \ `\ >4\( �� I (2� \ � �> o SUMP=337.0'± ❑,1 - JUNCTION BOX \ 2�� / \/ _ '��,) i ' �� /I ,- 1 �� \ \ ��. \ > N I - ELECTRIC VAULT O o 4 / / I ::: / .. ° ° y \ �� \ x ■I EX. SSMH \ r (/<)' \\ / 1 - / '% < ;:;: / / 0 1 ^� / / / "'. \ \ �a -A 1 :,'A LOCATION APPROX.\ 3 °�° \ /l 1 �, - ��X � l ° f►f \ 1 \ \ U'i�7 (BUILT AFTER INITIAL TOPO) - ELECTRIC PEDESTAL \ I 6C 4 �L/ �\ \ %° © � _/ I\kv, -� \ - ' n� \ \ / - �Ir - - CLEANOUT N I I al /�� . �,: „ , =328 - / �_ ,i / ="' �� \ \ -� c��y� EX. SSMH - z \/ '< -�- \ 1 /::' x RIM=335.7± BOLLARD \\ 4 �3 \y \ /..---\,-- --��. ; 1 / \ - �I / O - \ 326- `,� /��-\ / 4 \\ `�2� \:X \ _�� . 33 1 N(N)=329.6'± Z 2g �` / / °(. / / ),_ . i - �: ��i / \ / \ \ \ \ 6' l - LIGHT POLEi \ �. \ - ^ _ / , �p� o ►, Ti/ . ' � \ \ \ \ _,. �� :,:_ h.y + EX. SDCB\ / .A\ '� - I - 1 \ �I- 1 OUTS)=329.41 / �� _ / / I /� 4- i �� <° d �� \ \ \ -.uc � RIM=333.1 ± V O \ � -1, ,� / _ - _ � � )\��~ �32 \ � \ \ \ x � - - IN(N)=331.1 ± - POWER POLE r^ wnI ►► 32 - \ / 7- \ _Oi \ .► 7 \ q�`, 1� ; : ..♦ V/ d. ° : \ \ \ ., 334 d �� OUT(S)=330.8'± c< - GUY WIRE 0RIVER TERRACE CRO(SSIN / 7- / - - -�_/ - 2 i d . . $ \ \ \ � \ oZ o 0 \ x\ (4 .. \ I / / - -_ / �`„ 32 '\ / ^ 4.. / / d \ \ \ �1, N o^o ,.. I- Xx SUMP=330.8'± - oC- ©� _ >=' SW RO ARID LA E\ i�.> ��_ � � I / � � �I � ► � � \ w \ ;.�\\ � X I � - TRAFFIC SIGNAL POLE � � � �° 3 w ca PEDESTRIAN SIGNAL POLE CL \ \\ �I �oI ts\ � _ + � � I- - \ / /�� , / I / �`�\ �2 "" w tn - QcL Q I \ \c" O / / \ -� � \ - - - - - �� \ _ /� <' © ` � \ \\ \ `F/ �:011,4 \ weN0 - WATER METER J (.I 1 . 4. 4 a z . 1 \ 4, I ` I /�� - �/ � _� - - - - � _ �� \/I � � -318 - - � _� n \\ \ \ :,,,:: \\ILLimf, _, • xx - - `� WIo o Q �,h -� �` ��/ olit / �� / - - - - _ \ \ \ 9,� �� . EX. SSMH - MONITORING WELL 1\ \ J p \> / I / . 320 ,-% _ - -316 - - f -- � \ x N , _o �► i , EX. SDCB RIM=333.1 ± N N \ y / / - x / - GAS VAULT o 0 0\ �i- l i - © A1 �i. �- \ /� + INN -327.2± � - _ q_ \\ \ \W! l I � RIM=332.1 _ O- N N --"N I ( \ 3y \ / _ - - - _ - _ _ - 318 - - - i_ _ 31 - - - ��,� N\ /\ c` � IN(N)=329.1'± IN(E)=327.2'± + �}� - UTILITY VAULT N \ ) 6 - , - - - - - - - © 6 \ \ EX. SDMH OUT(S)=329.1'± OUT(S)-327.0_ L j 12- \ \` a, a, a, + - UTILITY PEDESTAL / \ \\ ... / - 3 _ \ \ ( zoo 40 - RIM=330.4± SUMP=329.1'- F +� +� +� •ci I 1 �j� __ _ ___ \ CO CO co I.L1 TAX LOT rD�2S108DC� - -__ y� �� o 3T0o ` SAX L_OT 106-2S108DC \ \ ( 1 \ o t IN(N)=326.1 ± c o o cc 7 n WATER VAULT 3r - - DOCUMENT N0. 2015-$73ov^4- _ /�/ // \ _ \ \ T DOCUMEN�N0 290�-037141 ��, \ \ �� 1 Q o X I OUT(S)=325.9'± /� EX. SDMH I \ iILI - - / \ .314- I / 2 -- .< \ \ ` \ 1'\ % I I _ I c� w \ . ( "y�i I --- \ �_= �\ / 1/ / - - --�© \ \ (x� I`�°�I� 1 10 RCP, L IE=326.0± - COMMUNICATION VAULT m o RIM=312.40'± \44 / - _ .� O - - / / 0a / -� \ \ /( 1 I O z 12"RCP, IE=325.6'± 24" IN(N)=306.5'± ' \ I __ _ - - _ - - - _ \ - // -312 \\� �\ / , -, / °. . ° \ J w ` 7,9 \ °lo\(/ �\�j� I cc� di - TELECOMM PEDESTAL �, [LADDER ON WEST] \ I \ 312 °56'10"W 28.00' / -� 4 ; \ _ ^ ^ \ �� \\ \ \6 / /� \ I ,�� I LOT 19 - UTILITY EXTENSION cu z a► +� of 1 W I " - �i '310 // J-, ° a`y \ - - �� 0, ® \ \ I lu � p - ; c N N N v' II _ '1 ,- ' / cL L ° O \ \ )1!! ti'! 15"RCP, IE=320.8'+ (� HANDICAP MARKER .N rt, .5 .5 .� •L I \ \ O O - - - - - - - - - - - - // /�/ O / � `�� 1 \ \ \� II \�324cn I EX. SSMH I i �-� \ -A- 0 G cc CI.a 2 > o ��1� / / �'\ _ \ m �o \ ,_� ;, 54I I RIM=322.1'± - EXISTING CONCRETE x / ,-.......,0 \J :. .��f . . <a .it),�. / \j ` \ ` -\ \ \ \ ` / 1 I \ ji 1 IN(N)=316.2'± .. . .. _ I _ -ice ,/ X.,...; / // - \ s / / �_ �`i�'� � \ \ \ I T(S)=316.0'± co17 / / ,., a'Y \ \ , . XSS OU - EXISTING ASPHALT PAVEMENT XSD X X X-��C X - �R X X X/- �- � \\ \ _, / s�� I \ ` \\/ \ (. \�322 w „ CT VP _ 15 RCP IE=320.3± _ C c- XOHRIM X �C f \ \ ' -)FOF� XOH XOH� XOH XOH 1 H _X01 I = � *� OH 1 2g � �ilH_ \ l'\ ��•y3- P3 �iEE j I - '�r,� XC - �1 ' X0308- ' _ _ 8= OH xnH 'sn v <<' _ Q _ S00°lT2'9(�1/ _ - 3p6 - 4- - $$9°5610• + 66,80' 298 // \ \/0oo �o� o� 06, o`p, ro `�' y�°p „ - EXISTING GRAVEL SURFACE cv - - _ - - - - -30 ,302 00 i EX. WOOD FENCE / \ r,M I = 10 PVC, IE=320.1 ± • : . . . �.,� EX. SDMH / /3 -�/ _ _ r Q 0 - EXISTING BUILDING FOOTPRINT C� OU O O RIM=310.47'± -302- I 320Z N 30" IN(N)=306.1'± \ x /iiiiiiiiiiiii/ r 30" IN(E)=306.1'± 2Qoo' 11. a z_ Q _ < Q N 30" OUT(W)=306.0'± TAX LOT 600-2S117A o [LADDER ON SOUTH] DOCUMENT NO. 2000-031295 1 "A ► ►► - EXISTING WOOD DECK 5 W Z W O N \318 LI Q wWm2 x AUTUMN VIEW :> (noN 1 TRACT B - EXISTIND DRIP LINE °C m DEMOLITION NOTES 0 0 " WWW 316 0 � O� > W >- 1 I EX. SSMH o " _ L > \� I 6� RIM=314.9'± CC c) 8 O E x 01 EXISTING STRUCTURE TO BE REMOVED. 11 EXISTING OVERHEAD WIRE TO BE REMOVED. I IN(N)=309.4'± c� w 0 I \ 314 _ OUT(S)=309.2'± 0 O Z W D r 2 EXISTING HOME W/ DECKS, DRIVEWAY, & UTILITY 12 EXISTING HOME, TREES (UNLESS INDICATED FOR w a 3 I U I-- < < Z 01 SERVICES TO BE REMOVED. REMOVAL), & IMPROVEMENTS TO BE PROTECTED. �+ '� I x d W QQ Q m a l CC o O3 EXISTING SPORT COURT TO BE REMOVED. 13 REMOVE EXISTING AREA DRAIN & PIPING ' 312 ` - -/r d N ro 0 EXISTING POOL TO BE REMOVED. 14 REMOVE EXISTING WATER WELL IN ACCORDANCE '� c WITH STATE REQUIREMENTS. I ,+ 310 c < I N O EXISTING RETAINING WALL TO BE REMOVED. 15 REMOVE EXISTING SEPTIC SYSTEM IN ACCORDANCE I I o I 24"DIP, IE=305.6'± Z WITH DEQ REQUIREMENTS. \ x 0EXISTING CONCRETE TO BE REMOVED. EX. SIDEWALK 16 INN BARRICADE Project w REMOVE PORTION OF EXISTING PARK ACCESS IN 308 ''� - cc 07 EXISTING FENCE TO BE REMOVED. ORDER TO INSTALL NEW IMPROVEMENTS \ ngti DARBY RIDGE \ 24"DIP, IE=304.6'± ocY)NI 0EXISTING PAVEMENT TO BE REMOVED. I:, ro 0 40 SCALE No. k ' -306 I 40 0 2 141-037 0EXISTING GRAVEL DRIVE TO BE REMOVED. 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Ak _ „, __ _ _,: _ 1. • diA41*,,,, N6N, 4, AM.: i \ 'N'i 01111,, il -----.1 1,14 \ I \ \ ,_ — . .W II - :-- - - — t- - - 7346 _ - - - - �/ / — �9S� - 72 - � / \4 CC 3� 1 ____O �1 ,/ 1 // /29 / -- 28 T -_ 25 _ 1 24 H v I 1-04, ,3 v v I o�.��1.,—�28\ elf,v� III I I w' _ Ir II W uJ OD -2-H----02 0 ________\ ; � L Q / - - — �- I / , / \��:/ �' /;71- �/ /� \\ � — V� — ----NC. I \ \I \ o2r- /III %'��i� � if vj'I 11 II a O I ;., _ r \ \\ I \ I 1 I �� 326- I1 oc o 37 - ill - - _ : I W 318 /mmirmmoli )♦ r I. . I `'�/1 1 oC 2 318 - - �•��' t / �.�;• ~ \ \ - I - /I \ \ \ \ \ I -, I /� I I W co 1 1 ♦i�♦i —1 — — 316 / � �. �p1� ��:.� : \ �11 325 I II WS. 1 -26.1...aillik., \ ____„\--1141 . DC W Q \ ♦�► pet I N I / fr332 / / -I- ' // / I _�♦VA \ - \- \ \ 1 I ��l I II NOTES: l' Ce 0 1 / \ � � " 16 ', I /r // // / / I/ / I •` ''i ` _ \I \\ \I 3 • c i I '��l / II COORDINATE WITH THE PROJECT ARBORIST PRIOR TO OPENING OR ADJUSTING N. I I- tS !a- N — / / v v / V v v `� J. I I. 324 I 1 316 3 \ `3 �� - - - // �v \ / ,/ / / / ,/ / 6437 �� \ \ \ \\� /^\\ \ \ \ \ 6�, \\ "�� I .�` I/I11� O TREE PROTECTION FENCING FOR REQUIRED GRADING. WORK BENEATH THE o 0 0 yy \ I I �1i'•'■®®�.' - - - - - A 1"41`_ / /- / , -� / _ - �� / L ) \ I \ w ��1 LI �' � / I I DRIPLINE OF PROTECTED TREES SHALL BE PERFORMED UNDER ARBORIST N N N / — \ w ► C \ SUPERVISION. ADDITIONAL TREE PROTECTION SPECIFICATIONS MAY BE 314 \ -I _ 11 - - � — ` — / / ifill // / / // / / f� — mac \ �! �� \ ( \ \ w `\'� ��j ��I- -_��J-/ /A I� I .-. NET — - - - - - - - - / / - \ I ��,,.� - - _ \, \ L, \ I_ I. _ \ u II, 1 \ REQUIRED. ADJUSTMENTS TO TREE PROTECTION FENCING AND WORK 37 - 0 -- .�'t'� - s ._� _ —��=� ��tir+`� \ \ �rf 17JS 2 N N o, -- � � - � � - ` - - - � . , � �,� PROTECTED TREE DRIPLINES REQUIRE WRITTEN ARBORIST +� +� +� �\ BENEATH PROTECT y ®®'�1®`3 II - - / - - - - / .4 11�,, I '' . �� t as ca ca w a® . . . . .,ua, O Qj . .T / - RACT.A 64/X\�2�9-.—. 4tJ,- . . 61 5 v. Z 34 . \ . , \ .�.� \ � \ IjI ^1 DOCUMENTATIONOp - - � `► \ 322— ova+ j . ITRACTM '®� I®�I� — '- � o / iiii_ - / '`* _ - I- J - . — M - / 6> CA O N - join_• ■ ■ ■ ■ e ■ ■ ■ ■ r ■ �i ■ ■ ■__T I w —— - — - - - - - - - _ - - - - - �� _ — - ~r—^ `- _ "' "' \ \�' \ " " s— j °I°p I'l�� _ I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL �' �' m o I \ / \30 �� \- 308� 06 / - - - _ - - / / / / // — � \ N -V _ / \ / `Poo, o� \ oQ 06�\�8��O� \\ r� M' ' IN- - _ _ - / �� , 30�" _ - 3 , 3 p5_ - - - 304 - / 302' ,300 V \ /// \ , \\ I I I I II PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1 , OF THE CITY OF �, \ / 1- )I I TIGARD URBAN FORESTRY MANUAL. 0 01 ai I I \ 320 1 I w _a v Z u co APPROXIMATE BOUNDARY TAX LOT 600-25117A c = 3 , N • OF THE TIGARD GOAL 5 DOCUMENT NO.2000-031295 I\\ _ �I I IIL1 .� m '3 •o .o a SIGNIFICANT HABITAT AREAI I I o G co a x > I Ill \ I 318/ I IL MORGAN HOLEN I /r I ISA BOARD CERTIFIED MASTER ARBORIST PN-6145B co›... ISA TREE RISK ASSESSMENT QUALIFIED DATE: < TREE PROTECTION SPECIFICATIONS: 6. CROWN PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY WHERE PRUNINGco 0 71- 1 . PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO IS NECESSARY TO PROVIDE CONSTRUCTION CLEARANCE AND REMOVE DEAD AND NOTE: �oR Q � Q Z N DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY DEFECTIVE BRANCHES FOR SAFETY ONCE TREES PLANNED FOR REMOVAL HAVE NOTIFY MORGAN NOLEN AND ASSOCIATES BEFORE V 0 Q I- O r CONSTRUCTION. BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. z W CL Q I- 1- PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE AND CONDUCTED CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT cc W > M N 2. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) IS DEFINED AS THE IN ACCORDANCE WITH ANSI A300 PRUNING STANDARDS AND ISA BEST ZONE OF TREES PROPOSED TO REMAIN. o W O- W pC oN DRIPLINE OF PROTECTED TREES AS A MINIMUM. WORK THAT IS NECESSARY MANAGEMENT PRACTICES FOR PRUNING. :> est. W W Cl) O o BENEATH THE DRIPLINE OF PROTECTED TREES SHALL BE MONITORED AND FENCES SHALL BE IN PLACE PRIOR TO ICC W O Z 7. EXCAVATION. EXCAVATION BENEATH PROTECTED TREE DRIPLINES SHALL BE i m — co DOCUMENTED BY THE PROJECT ARBORIST. THE CONTRACTOR SHALL BE CONSTRUCTION. � � p AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION IS UNAVOIDABLE, THE a N W mi W RESPONSIBLE FOR COORDINATING WITH THE PROJECT ARBORIST IN A TIMELY p > W >- MANNER. AREAS OF TPZ ENCROACHMENT REQUIRING ARBORIST OVERSIGHT ARE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO NI Q LL IJ•J o IDENTIFIED WITH HATCHING. DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ROOT PRUNING SHALL BE FENCE SHALL IDEALLY BE LOCATED AT THE 0 0 = Z f a) DIRECTED AND DOCUMENTED BY THE PROJECT ARBORIST. OUTER PERIMETER OF THE CRITICAL ROOT ZONE. CC O n 2 3. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY SEE TREE PROTECTION PLAN. 5-FOOT-TALL METAL FENCING UNLESS OTHERWISE APPROVED BY THE CITY 8. LANDSCAPING. FOLLOWING CONSTRUCTION AND WHERE LANDSCAPING IS DRIP LINE W W Z 16 MANAGER OR DESIGNEE. PROTECTION FENCING SHALL BE SECURED TO STEEL DESIRED, APPLY APPROXIMATELY 3-INCHES OF MULCH BENEATH THE DRIPLINE OF I 8' 0 I- Q� Q Q PROTECTED TREES, BUT NOT DIRECTLY AGAINST TREE TRUNKS. IF IRRIGATION IS 5' CHAIN LINK FENCING TYP m r` POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT 0 0 CO THE EDGE OF THE TPZ OR AS OTHERWISE DEPICTED ON THE SITE PLAN. TREES USED, USE DRIP IRRIGATION INSTALLED AT NATIVE GRADE ONLY (NO TRENCHING) 2" MESH CHAIN LINK SECURED TO n n n n n r 71- LOCATED FARTHER THAN 30-FEET FROM CONSTRUCTION ACTIVITY DO NOT BENEATH THE DRIPLINES OF PROTECTED TREES. 1 1/2" DIA STEEL OR ALUMINUM POSTS CD REQUIRE TREE PROTECTION FENCING. 9. TREE PROTECTION INSPECTIONS. THE PROJECT ARBORIST SHALL INSPECT AND j�ii e c VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, TREE PROTECTION DETAIL 4. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT MONITOR TREE PROTECTION MEASURES REGULARLY, AND PROVIDE (NOT TO SCALE) CRITICAL ROOT ZONE 0 BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF TO BE PROTECTED Zc THE PROJECT ARBORIST. THE CONTRACTOR SHALL NOT STORE MATERIALS OR SEMI-MONTHLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE wEQUIPMENT WITHIN THE TPZ. CONSTRUCTION. 6- 5. EROSION CONTROL. BENEATH THE DRIPLINE OF PROTECTED TREES, EROSION 10. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT Project rI CONTROL FENCING SHALL NOT BE TRENCHED IN PER MANUFACTURER'S ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES DARBY RIDGE o SPECIFICATIONS TO AVOID ROOT IMPACTS. INSTEAD, ALTERNATIVE MEANS OF NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES AND VERIFY THE SCALE No. ' EROSION CONTROL ARE REQUIRED, SUCH AS WRAPPING THE BASE OF SILT INSTALLATION OF NEW TREES IN ACCORDANCE WITH THE TREE CANOPY SITE r---;. 30 0 15 30 141-037 FENCING AROUND A STRAW WATTLE AND STAKING THE WATTLE INTO THE PLAN. 1 Type GROUND OR USING COMPOST SOCKS OR STRAW WATTLES STAKED INTO THE \\...........j m m m 1 INCH30 FEETENGINEERING co o IN LIEU OF SILT FENCING. ,c Sheet ML W Cl.' 0 w � Q No. Lot No. Common Name Species Name DBH1 C-Rad2 Canopy O/S4 HT5 Cond6 Pres' Comments Treatment Very poor structure, small live m Q 7124 Japanese maple Acerpalmatum 5,7 10 0 N 1 1 crown Remove 0 wILD I N 6025 Douglas-fir Pseudotsuga menziesii 22 20 0 N 2 2 Pistolbutt Remove p p �,; 7135 Japanese maple Acerpalmatum 9 16 0 N 2 2 Remove LL o cA 6026 giant sequoia Sequoiadendron giganteum 24 10 S N 2 2 Remove p p /� J cci 6027 giant sequoia Sequoiadendron giganteum 20 8 S N 2 2 Remove 7179 black hawthorn Crataegus douglasii 9, 13 0 N 2 2 Remove V 2 D 6028 giant sequoia Sequoiadendron giganteum 22 9 S N 2 2 Remove 7181 sycamore Platanus occidentalis 16 22 0 , N 2 2 Remove • 0 0- 2 6029 ;giant sequoia Sequoiadendron giganteum 20 8 S N 2 2 Remove 7187 plum Prunus spp. 12 15 0 N 1 1 Remove rrZ z z 0 7216 saucer magnolia Magnolia x soulan eana 7 10 0 N 2 2 Remove V 1> 0 6030 giant sequoia Sequoiadendron giganteum 14 8 0 N 3 2 Remove g 9 9 I a 6031 giant sequoia Sequoiadendron giganteum 12 6 0 N 3 2 Remove Codominant stems with included 0 _ 0 6032 giant sequoia Sequoiadendron giganteum 8 5 0 N 3 2 Remove 7222 Japanese maple Acer palmatum 6,7 9 0 N 2 1 bark,trunk decay Remove 6033 giant sequoia Sequoiadendron giganteum 15 7 0 N 3 2 Remove 7249 aspen Populus tremuloides 9 8 0 N 2 1 Trunk decay Remove 0 z 0 a 6035 ;giant sequoia Sequoiadendron giganteum 11 7 0 N 3 2 Remove 7250 black cottonwood Populus trichocarpa 22 20 0 N 2 2 Large and expansive surface roots Remove a 0 6036 giant sequoia Sequoiadendron giganteum 10 5 0 N 3 2 Remove 7251 sweet cherry Prunus avium 11 17 0 N 1 1 Invasive species Remove LL N O N 6037 giant sequoia Sequoiadendron giganteum 7 5 0 N 3 2 Remove Codominant stems with advanced W z 6038 giant sequoia Sequoiadendron giganteum 9 4 0 N 2 2 Remove 7252 deciduous unknown 16 20 0 N 1 1 decay in juncture Remove W 0 6039 giant sequoia Sequoiadendron giganteum 12 6 0 N 3 2 Remove 7253 cherry Prunus spp. 10 13 0 N 1 1 Remove Z a Z 6040 giant sequoia Sequoiadendron giganteum 20 9 S N 3 2 Remove 7254 Douglas-fir Pseudotsuga menziesii 20 18 S N 2 2 Remove LEQ o_ 6041 ;giant sequoia Sequoiadendron giganteum 20 9 S N 3 2 Remove 7255 Douglas-fir Pseudotsuga menziesii 18 17 S N 2 2 Remove li li w ty 6042 ;giant sequoia Sequoiadendron giganteum 11 7 0 N 3 2 Remove 7256 Douglas-fir Pseudotsuga menziesii 22 21 S N 2 2 Codominant leaders Remove _ > d c, 6046 ':Norway maple Acer platanoides 6 8 0 N 2 2 Invasive species Remove 7257 Douglas-fir Pseudotsuga menziesii 19 19 S N 2 2 Remove Invasive species, sunscald, trunk 7258 Douglas-fir Pseudotsuga menziesii 20 22 S N 2 2 Codominant leaders Remove 6047 Norway maple Acer platanoides 8 8 0 N 2 1 decay Remove Poor structure, broken top, N Invasive species, sunscald, trunk multiple leaders, poor lateral I 6049 Norway maple Acer platanoides 8 9 0 N 1 1 decay Remove 7259 Douglas-fir Pseudotsuga menziesii 15 14 S N 1 1 branch distribution Remove 0-- &,,1 Multiple leaders, utility line 7260 Douglas fir Pseudotsuga menziesii 18 14 S N 2 2 Remove �w z�os0 cv pruning, large and expansive 7261 Douglas-fir Pseudotsuga menziesii 18 20 S N 2 2 Broken top, multiple leaders Remove c� 6 T 6134 red maple Acer rubrum 17 19 0 N 2 2 surface roots Remove 7262 Douglas-fir Pseudotsuga menziesii 19 21 S N 2 2 Remove z N w o —, o 7263 Douglas-fir Pseudotsuga menziesii 19 20 S N 2 2 Remove a' Multiple leaders, utility line g g � ?�c pruning, large and expansive 7264 Douglas-fir Pseudotsuga menziesii 18 21 S N 2 2 Remove .l \4`P = �; 6135 red maple Acer rubrum 16 17 0 N 2 2 surface roots Remove 7293 white pine Pinus spp. 7 12 S N 2 2 Remove `24 14\\- o Multiple leaders, utility line 7294 Douglas-fir Pseudotsuga menziesii 18' 18 S N 2 2 Remove Q 7295 Douglas-fir Pseudotsuga menziesii 21' 20 S N 2 2 Remove > pruning, large and expansive g g 6138 red maple Acer rubrum 17 18 0 N 2 2 surface roots Remove 7296 white pine Pinus spp. 9,13 15 S N 2 2 Multiple stems Remove 6195 cherry Prunus spp. 11 12 0 N 2 2 Remove 7332 hawthorn Crataegus spp. 12 7 0 N 1 1 Topped, leans south Remove 6196 cherry Prunus spp. 8 13 0 N 2 2: Remove 7346 ash Fraxinus spp. 8 13 0 N 2 2 Remove Trunk decay, small dead and 7364 beech Fagus spp. 13 18 0 N 2 2 Codominant leaders Remove 6306 aspen Populus tremuloides 2x4,6 7 0 N 1 1 broken branches Remove 7365 Douglas-fir Pseudotsuga menziesii 16 15 S N 2 2 Remove _ 6307 western redcedar Thuja plicata 8 9 0 N 2 2 Remove 7366 Douglas-fir Pseudotsuga menziesii 24 22 S N 2 2 Remove Poor structure, only one stem of 7367 Douglas-fir Pseudotsuga menziesii 22 20 S N 2 2 Remove 6308 aspen Populus tremuloides 5 5 0 N 1 1 multi-stem tree remains Remove 7457 Douglas-fir Pseudotsuga menziesii 21 18 S N 2 2 Remove 6309 ,aspen Populus tremuloides 10 9 0 N 2 2 Codominant leaders Remove 7500 giant sequoia Sequoiadendron giganteum 24 12 S N 3 2 Remove 6310 deodar cedar Cedrus deodara 16 17 0 N 2 2 Remove 7501 giant sequoia Sequoiadendron giganteum 20 9 S N 3 2 Remove European white 7502 giant sequoia Sequoiadendron giganteum 9 6 S N 3 2 Remove 6311 birch Betula pendula 10 13 0 N 2 1 Invasive species Remove 7503 giant sequoia Sequoiadendron giganteum 13 7 S N 3 2 Remove 6312 aspen Populus tremuloides 3x5 11 0 N 2 1 Multiple stems, trunk decay Remove 7504 giant sequoia Sequoiadendron giganteum 6 4 0 , N 3 2 Remove 6313 deodar cedar Cedrus deodara 6 9 0 N 2 2 Crown asymmetry Remove 7505 giant sequoia Sequoiadendron giganteum 11 5 0 N 3 2 Remove European white Invasive species, dead and broken 7885 giant sequoia Sequoiadendron giganteum 13 6 0 N 3 2 Remove W 6323 16 '.birch Betula pendula 8,11 17 0 N 1 1 branches Remove 7886 giant sequoia Sequoiadendron giganteum 8 5 0 N 3 2 Remove J 6372 16 western redcedar Thuja plicata 13 14 0 N 2 2 Remove 7887 giant sequoia Sequoiadendron giganteum 8 5 0 N 3 2 Remove CO 6437 ;palm Arecaceae 9 5 0 N 2 2 Remove 7888 giant sequoia Sequoiadendron giganteum 18 7 0 , N 3 2. Remove Q 6438 palm Arecaceae 9 5 0 N 2 2 Remove 8218 giant sequoia Sequoiadendron giganteum 24 9 S N 2 2 Remove F" Topped beneath utility lines, very 8219 giant sequoia Sequoiadendron giganteum 15 8 0 N 2 2 Remove W 6472 Oregon ash Fraxinus latifolia 12 18 0 N 1 1 poor structure, sprouts Remove 8220 giant sequoia Sequoiadendron giganteum 18 8 0 N 3 2 Remove W Topped beneath utility lines, very 8221 giant sequoia Sequoiadendron giganteum 15 7 0 N 3 2 Remove Ce Z 6473 Oregon ash Fraxinus latifolia 12 24 0 N 1 1 poor structure, sprouts Remove 8222 giant sequoia Sequoiadendron giganteum 13 6 0 , N 3 2 Remove 11' 0 6565 16 Japanese maple Acerpalmatum 8 16 804 0 N 2 2 Retain 9001 Oregon white oak Quercus garryana 8 11 0 N 2 2 Remove 9002 sweet cherry Prunus avium 14 16 0 N 1 1 Invasive species Remove Z CI O 6625 16 Oregon ash Fraxinus latifolia 15 16 0 N 2 2 Codominant leaders, included bark Remove _ 9003 stewartia Stewartia pseudocamellia 10 11 0 N 2 2 Mulitple stems Remove p[ CI 6626 16 blue spruce Picea pungens 11 12 0 N 2 2 Crown asymmetry Remove Sequoiadendron giganteum N m CC 6636 16 Oregon ash Fraxinus latifolia 10 12 452 0 N 2 2 Retain 9004 16 weeping sequioa 'pendulum' 9 5 79 0 N 2 2 Retain - Q Q _ 6637 16 western redcedar Thuja plicata 8 9 254 S N 2 2 Retain 9005 blue spruce Picea pungens 17 21 0 N 2 2 Remove 6638' 16 western redcedar Thuja plicata 6 7 154 S N 2 2 Retain 1DBH is tree diameter measured at 4.5-feet above the ground level in inches;trees with multiple trunks splitting below DBH are measured separately and individual trunk measurements are W ~ 6639 16 western redcedar Thuja plicata 7 8 201 S N 2 2 Retain separated by a comma,except multiple trunks of the same size are indicated as quantity x size. N N 6669 16 Port-Orford-cedar Chamaecyparis lawsoniana 8,10 11 380 S N 2 2 Codominant stems Retain 2C-Rad is the average crown radius measured in feet. o 0 0 6699 16 western redcedar Thuja plicata 20 19 1,134 0 N 2 2 Drought stressed Retain 3Canopy is the average tree canopy area (in square feet)calculated as follows:Canopy=(Average Tree Canopy Spread/2)2 x 7C. N N N 4O/S identifies the trees as either Open Grown or Stand Grown. 6704 16 blue spruce Picea pungens 13 9 254 0 N 2 2 Crown asymmetry Retain a, a, a, 6763' 16 Japanese maple Acer palmatum 9 15 707 0 N 2 2 Retain 5HT identifies whether or not the tree is a Heritage Tree(either Y for yes or N for no). Q Q Q cc 6805 Austrian pine Pinus nigra 19 22 0 N 2 2 Multiple leaders Remove 6Cond is the numerical condition rating(0-3)as defined in the Tigard Urban Forestry Manual: RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY 6925 Austrian pine Pinus nigra 15,18 21 0 N 2 2 Codominant stems Remove m M 0 dead to severe decline <30% major scaffold branches >1 scaffold Infested major conks and cavities q 7029 black hawthorn Crataegus douglasii 10,13 16 0 N 2 2 Remove 1 declining 30-60% twig and branch dieback scaffold branches Infested one to a few conks;small cavities >, 7030 white pine Pinus spp. 10 12 0 N 2 2 Crown asymmetry Remove ui , 2 average 60-90% small twigs small branches Minor present onlyat pruning wounds > -a G a 7031 maple Acer spp. 14 17 0 N 2 2 Remove -to a, Z v 3 good to excellent 90-100% little or none none None absent to present only at pruning wounds c c 3 v N N 7032 deciduous unknown 12 22 0 N 2 2 Remove z an 3 cu a, N �; 7033 Japanese maple Acerpalmatum 7,10 13 0 N 3 2 Remove Pres is the numerical suitability for preservation rating(0-3)as defined in the Tigard Urban Forestry Manual: ( L > o o v 0 0 cc a x > 7047 deodarcedar Cedrusdeodara 7 8 0 N 2 2 Remove RATING CONSIDERATIONS The tree is a "hazard tree" as defined in chapter 18.120 of the Tigard Development Code and "hazard tree abatement" as defined in Chapter 18.120 in the Tigard 0 7050 Douglas fir Pseudotsuga menziesii 19 22 S N 2 2 Remove Development Code cannot be completed in a manner that results in tree retention consistent with tree care industrystandards. >. 7051 Douglas-fir Pseudotsuga menziesii 20 22 S N 2 2 Remove 1 The tree is dead, in severe decline,or declining but may still be retained if desirable for wildlife or other benefits because it is not considered a "hazard tree" or"hazard co 7052 Douglas-fir Pseudotsuga menziesii 17 16 S N 2 2 Remove tree abatement"could be performed. 7053 Douglas-fir Pseudotsuga menziesii 18 19 S N 2 2 Remove 2 The tree has average health and/or structural stabilitythat could be alleviated with treatment;the tree will be less resilient to development impacts and will require 7054 Douglas fir Pseudotsuga menziesii 18 19 S N 2 2 Remove more frequent management and monitoring after development than a tree rated as a "3". Q 3 The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and will require less frequent management and 7055 Douglas-fir Pseudotsuga menziesii 22 24 S N 2 2 Forked leaders Remove monitoring after development than a tree rated as a "2". co 2 W Z LO Z 4 7057 Hiba tree Thujopsis dolabrata 5x6 11 0 N 2 2 Multiple stems Remove O cc O Z N 0 4 I- T 7067 ;apple Malus spp. 8 8 0 N 2 2 Well-maintained Remove Z u W > Q 7068 apple Malus spp. 7 8 0 N 2 2 Well-maintained Remove I_ CCcc WD_ Wcc o 7069 ;apple Malus spp. 6 8 0 N 2 2 Well-maintained Remove •° W W m 0 0 7070 apple Malus spp. 12 10 0 N 2 2 Well maintained Remove CC CC H W O Z CO 7t 7071 apple Maus spp. 7 7 0 N 2 2 Well-maintained Remove 0 0 LT;0) 7072 deciduous, unknown 9 13 0 N 1 1 Remove N > W W P7074 ;aspen Populus tremuloides 9 14 0 N 1 1 Remove 0 0 = Z w 2 7083 apple Ma/us spp. 16 17 0 N 1 1 Remove 8 0 2 T 7092 ,maple Acer spp. 10 16 0 N 2 2 Remove O W 0 0 U 7105 English hawthorn Crataegus monogyna 3x4,2x6 11 S N 1 1 Invasive species Remove 0 Q < m Q N 7106 Douglas-fir Pseudotsuga menziesii 21 22 S N 2 1 Spur leaders, reduced vigor Remove CC 0 0 7107 Douglas-fir Pseudotsuga menziesii 19 14 S N 2 2 Codominant leaders Remove a, 1; 7108 Douglas-fir Pseudotsuga menziesii 23 23 S N 2 1 Reduced vigor Remove o Spur leader, codominant leaders a) 7109 Douglas-fir Pseudotsuga menziesii 17 15 S N 2 1 on main stem Remove c 0 7110 'Douglas-fir Pseudotsuga menziesii 22 21 S N 2 2 Remove Z a c 7112 maple Acer spp. 16 23 0 N 2 2 Remove w Project DARBY RIDGE No. 0 T 141-037 Type ENGINEERING a) .o Sheet L m 1. I - I I I I I T - I - - LEGEND 1 I I I 1 1 1 I 1 I 3631-- 366 _ a Q l 'I \-358 I I I I I I I 362 I I - - II - \ -365 - 171- - - - EXISTING 1' CONTOUR D Q -357- I 367-- - I I --\ II -I LOT - - - - 175- - - - EXISTING 5' CONTOUR co O w cc IN 1 I 360I- --364 - I N IL cc I \\ 356 I I ,- - -- I - i 171 PROPOSED 1' CONTOUR rR z o - _ V i . I � 355- I 359 I \'363 I �, - 175 PROPOSED 5' CONTOUR � O E. 2 I I .358- - G 1 - ` -,362 -" PROPOSED LOCK+LOAD RETAINING WALL rZ o 0 -,35 • cc, I a 35 357 -\\ - - \ - -,861 - \ I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL 3 - 1 I - - I - / -356 T/ __\\ - 360 - SW FRONTAGE FENCE W/COLUMNS 0 z a \ - j -352 /\ / - 3 5 / r \�_ -- -351-IUNTWO�D o-o-o-o-o- PROPOSED TREE PROTECTION FENCING �Ny N L N I It_ 54- - - - - \ s LL 0 uJ 351- - N_ - -358- �'�-\ � PROPOSED FLOW LINE 00 W z , \ -350 /� - - 357-- - - - \ TW= 285.0TW = TOP OF WALL W zZ ICC - - - / - -352- 1 -\`_ EG- 285.0 FG = FINISHED GRADE Z w J = I W - EG = EXISTING GRADE z - - - - I IP- - -34g__ _ SW HUNTWOOD ST �'35r- -�/ - - 356 - - - \ \ 0J W _ 50_ / -I 1 A 348 / ` - - - - - - \� 3 W 355- LL � d �• - -34 7 I I J -- Q 354 354 - Im -348 I / - " VA GRADING NOTES '� 346 1 -\ \ cv 1 , I -- I I I I I I 347....... LOT 72 •353' 353 J/\ 1 . FOR GRADING REQUIREMENTS, SEE GEOTECHNICAL I -345 L. --- I I I I I I 346- _ 1 - - -- �l/ " \. TRAC REPORT BY HARMAN GEOTECHNICAL SERVICES. \O z Aso j) - 352 352 \ �w zo o N344 -345 - _ // 2. SEE RETAINING WALL REPORT & DETAILS ON SHEET C2.2. rz, cu w� zo c`• - _ /-- -) - _ I -351- 351 / ye., I � -.: ‘ 0 w -- 0 \ I - - I 344- - / -I -.,343- -- \ 3. LOTS WITH NATURAL SLOPES BETWEEN 10% - 20%: 2 o p • _ a) -- 3, 4, 5, 6, 7, 8, 9, 10, 13, 14, 15, 17, 18, 19, 20, 21 , 22, 23, s)' Q- I \\ \\ - �� \w �'Qo � - \ '342 I - -- \ \ " RIVER TERRACE CROSSING " I 34 350 350 -Q I TRAC 25, 26, 28, 31 , 32, 33, 34 lf'��/ WPC \ ii \ CO o \i ^ - _ - -N342 �iO� 30'TEMPORARY JC/ o iP COI - \ \ - \ - ♦': 349 349- - I LOTS WITH NATURAL SLOPES OVER 20%: Q \ \ w I \ / / / I \ LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 1 nT 73 3 I►?ik CONSTRUCTION EASEMENT I c�'�,6,, \ I \ 341- - -EX TW:340.9 EX TW:344.9 EX TW:348.7 S: 338.91 EX TW:347.4 EX TW:343.5 / N 4y-I- - I cI - \ `\ \-L-1 Al I IT- - 1 1 , 12, 16, 24, 27, 29, 30 > 1 \ \. ww < TRACTK \- -\ / /1 EG:338.7 EG:339.8 EG:339.5 EG:3337._37.1 ` pan 1 .I- - - _` - - _ l ) 348- - 348 - -\ j 1 s J\ \ \\ - - - l �d 340 iiii......!/g,-_-.,.- � I S: 334.41 - ® _ _ ,�'h. 339 . . . - - N W'!� c,� I - - 1 w �_174 �- - ' w N I' i 3EXTW:338.2N W . . w 1 , i EX TW�343.4cP .,: `9/i�•.� - - 339 - - 339-_ - - - - - -in- _ w � I - CUT FILL TOTALS \ \ I I U3 / 8 /�,..♦ ' � T■■. , P wtp o� 110.........:\339. . r1 EG:336.9 I EG.340.7 _/J _3 r- \ \ i 338 .--' 3 -338- - _ 337 -- -- -- I _ _`cam� � .n/_ - - - I ` �� s.�41'� - _ - - 131 1 I 3 1.4. - r 3 339 T -- / \I�� ,e 38 _� ��;� - `� J J ;..� - 346 \ l _' =\ _�;�� I _3j..i,- 3r ��..3;; 8 - + •♦- k.. �r� ,�� / - - �1\ - _ 336 !�/II 336 •:c37 �'\ - ill- 345 _ r - I PROPOSED CUT - 11 ,796 CY 336 «♦ \ \ \ 33633 'iR l► O®�♦�� 338 337- - $ 335-338 -- - `- �• d 31 . �� - - - - ,_ _ _ 335 i'�I I�� \ sr I w ��i�.�; 33 336 ��r� , - - - - - --'-'\1 ' •Ir II ` R ., _ - /I - \ �► 335 -I 3 �`, -� T 338 00 I� l 345 I I PROPOSED FILL = 26,680 CY \ \ wo ~\I% i i r "4'O' 6 ►- 1 3 -'336- - - __ - 1 1 I- 6 , 1 L - - ■ 36 (♦� \ 3 / 1 \ 1_-\" 335- �►♦►♦♦�I' - - "�.I 37- _ - -334 337 - - ♦♦� 333 ` . '33e \ �� I . ,. \ �:�� , 337 3 `�� i .,- 44._ ' f I I PROPOSED STRIPPING = 2,963 CY \ \ � ,-- 335 ' ♦�'_ \1 �� - V ..' �- / �� \ sr3 ®� \ \ v' \ I 335 \� I Iw�.♦.I 335. 0♦• - \ �... j3 -� 4. yl . . .5. illy -, \ 6. 1 344 \ w \ - - 334 -, - - i�iI' I �► I 338=335 - - _333 i' 3 \ �. 1 I�TII 33 i- ii,4 �. 336-7-___.. 0 `� \ 'J� \ - - _ 1 11 I-��_�II3 - . .-334 I��- 335_ �� L336--=--i��--L-J «:♦i;l. . . . . I -\ \ _- 33 %. 33 I,�e4I \I I \I � \ \ '� I . 343II / CUT/ FILL TOTAL = 38,476 CY ♦ _� / \ o� 333 _ �� 4 6'\ \ j. I \ \ 334\ jI 34 « 334 � , I ♦� 13 35\ -00 343 II\ � \ 333- T- -r -:� :_� - � . 2 / /j - - �� sT\ I I3 7s. 1333- - I --L 335- - r �-11 / \ \ �-,I331 �- 333 filir4-N.��I - �--- --- In I i_ 33 Ilse: , - _ - - -� II, 3 \ 332 334 �39- - o ll 11 342 / /I I NET CUT/ FILL = 14,885 CY FILL 332 •� 333-332- - \ 1 \ 331 ♦Q 330 �I / I / 3y. - 330'�.3 . \ -- -fie---- - 11.w 'I I�� ( I\ \ �s 333 I® , 1 / 1 ►I 1 - -\ \ \ I I 1 -�Q1I®. . i 16 \ -� ��• - 32 �►�=�I `l �'�'3 \ G' 111, 1/ 342 \ \ 1 1 - - - Ii,�I332 �I.1 1 \ 330s334. - - 1 4 ..e_A, ,, IL I /'' , / \ 3?y t In , 329 ilk�IF♦i 333 \ i c9. r I I DISTURBANCE AREA = 206,019 SF = 4.73 AC \ ' poi I®',ii \ y _ ►♦. 32 `�1 $ 3 ♦ i \ r - 34 1 LOT 1 w 332 - 331- \ �- . . . . ♦ 332 \ \ 1 «♦�I q / 33 / \ - 1 - .3 -a�•• 33 �• ,W r II 1 I \ \ I I ®®�►�1 3r �, .� \ ♦.♦. . . . ►�!♦��/ 332-33 34r 2 7' 3 ® \ \ \ r I \ \ I 329 ►♦� 328 I 9 /�/ \ .'/ ►- \ \ W r \ 331 I 0i►� \ 331- - \ 333 «♦ - 3 3 , .®y� - o I I 11.4 330 w dP1 I I I 1 \- - -�1/ I iii_71 /.3r,/ ! io. o \ I)11 40 I I328 r _ 326 . ` Ij ,►ici \ 331 �- \ \ c,, 340' \ - 1 I � � wy �� 330 j J - L - L/ _, / 1I ��♦i 29W � / I�® ,��13 I �I ��Qi 32l ' /0�.,� _ I 3�9 /,♦i� \� `ti 6, \ I s 330 eee/ _ 1 � �� _ ►. _ JT L\ \ sue. 29 1`Ilk1 - - - - 3 - �� / 0 II ��• \ \ & h \ \ 329 ► \ 32 327�3� - -i�♦ 326 0 / \ // r 32532 I `� 330-oho.- . w \1 : 33g /I)\ o� 329 - I - ♦� 1 - - 9- I 33 r\ 1 �1 . _„0:7, �I -\ - I 339\ _ ► V26, -33 1 I / I I ., 1 - it 4 _ �' CO 324 �� 329 �'� \ ER WIII \\ -- - �-328- __ !��dl \ ,�►� 328- I-Q I / I 1♦. i / \ \ i / / / II 1. 1.-32j [►��11 '\ ' v� \ I \ I r-- 328 ®� \ 1 ®�� 330 \ I 326 / I 25 // / / \\\ 1 �' `3`3 /► _ / I 0�. 3 329 / 1 / /4 I N �I 323 ��► 328; 6' \ \ r w` 11. . 338 G I "\ ''sr I1 \ \ 1 r 44P `321.�32 , \ - 1 ♦.CI 3 - // \ / 1 r�• 11. 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W . \\ •� _� %�� 1 3,30 l'1,' %igO r //l ii l� �'3p ��i "�'o \ 340 IAn J p 0 330 -a l�� I 328 •� ) / I �� \ \\ �. .v ' 340 ,- I LL c) a \ ,•I — — — 3 . Itr \ I � — 1 I .. . . B. %�,, 32, —/� ri �� I � l\ � , � / I `�28,lt �"c�� i i I I \ \::328 _ 32 I. I — \\ \ ',►1 .W yi ; 10 326 y0 / 1 / I . . . .I � N 8 _ 'I� :e%' ... .. / / I �� ! 338 "0 R C A S E S \\ I \- =:1 ,�26 i1�� \ \ - � 1324 . . . ' // �..% //� ' �v• \I \ \ \\ 336 �� w b�� '� � 326 ,Ii ,1_,_. ':/ \ — — o� oJ� // _! . . ��p0� / / I I � �� _ s''Q \ III i ►:� 336 Z (\ \\_.. S 3 ,.1 a4 \ 324 •o .-4r., _I �' 22 1 I. . . . . . . . - A' . \ — — _ / — —/1-, ': i J �// 2SL l�i� \\ \ \ 11111 I \ N co u w o p, O \ ) I — is — ' — — :: — / �•��•� \ _ , \ T O O w n I — — ,• I 11 —/ 328 _ 1 •••, . . - / '.�'•' / m m z = _ — �l�. fib 2� �•i �Oi . /. . J / ! (2 \ \ 3 350 350 0_ r` cp co -) Cp �\ I \ A i ii I I�d� — / — — 6 •�•: / I// / �,�• 1 334' O I I p) I N 324 i:� / 3 — , . . . 3� / •1 \i Go 1 „4 — = — —,-- — l \ . / 2 o O ::►: _ � ?� - -��' � � r \ \ _ 1 1 ROSARIO rr�I � � ,� �P. 11 lii IcLD \U ~ - + -- ■■► j `;: /\ �0 21 \ JI' 4332_77 \ Q 3 3� I Elr,, / �: Aw r. \ ■I II IAI �►►, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W.PEA E 345 345 /�1� \ II 322 !•��e: . . I . . . . . . . . . . . . . . . . . .. .I`S. . . � .. . . . . . . . .�-. . . . . . . . . . . . . . . . . . . ��. . . . . . . . .-. . . . . .�. . . . . . . . �� \ _ I �,I� 1 . , .�� /� 1 Li�•1 -. . �. _�. .-�. . l. . . -. ►�. . . . . . . . . . . . �` _32 �� "�� WAM O .W EXISTING �0+�! 2 1+00 2+ -- _ .. 6+. �o 3 '1113 - vo0� !.��• �.•, �, T . OT. I I RETAINING WALL 76 V \ ntrAm i \ ‘ A 1 1;--- •-:�•;�•,7.-74r—_ .••••••�® ----i- r•••• ••••••.----. . •••7•••-- ►::„_ ��•••�•••••••11••I -'�® 1/v •:•••• ;i •••••A.Ot 4. \ f Fl" YATi .RED . . . r ■M . . . 320 - _ - / -/ ��- \ •e.!i:0�•ii�0•i�►•ii� r6'i►iiiiii� ��Oiii•�,�� `328 ,� PROPOSED PATH \� I 3� , - - - - - - - - -j2-5 ►tea1 r - " /fir' / � - � � - I _ - - �- �Ir� a .'. . . . � 328 ■1 I _ 24 374. 3 22\ I I. I �� 11 340 340 / i°� 34 33 �� 31 ;_- 0 /�9J 28 2�7\ �26 \ \ _. I. t��, 1 1 I • ■ \' W 1 / ,- — \ \ \I 1326 �� ■ \ PROPOSED 2:1 SLOPE I _ \ — I ., I ��/1 1 1 \\ � ' ' 1 9 _3�� — I I o i / , J- \ 1 T \ D ,_. .t. ��„326 rl \ W \ 3 318-- 318 �y \ ♦/l I J \ 1 �1- - ;OO 316 I 1 I 1 \ LL 1 I I ® IrIM / / 1 -\ \ \ 32411�i 1 I �\ \ 316 -• \ ,. . - - - / // \ Ce - � 3r0 \ L : ► 1324 I I 335 \ 335 O I JI1TIL 314 I =j— / —\\ — ` 1-I \ 40.), _............... . 1 .L �I I I I LOT 19 \\ CL II I ,,e. a cv o / . . ctj co . ./ ' OD—._, o . . o� j . . . . N QI ;32ii2 - ! 322 J „ . r. . . _.To '. . . . . . . . . o �. . / TRACT-A-- MUNITYTRAIL / P rn wTRACTM S 1l I \ ��®1 M �.'�' .Crj M �rj. . . N 1 I\ \ iiaw.. � _-�308 . - -_- - - - -.- .312 -- - - - - - _ - . .- :1 -_ - - . _. . '• - - . . . - - - ."....• - - . .—i_ — - --_ -. .-_ --- - 02_0 �1�. EXISTING \ Z 1 - - \\ - _ _ - _ - - / - �-298 300 'o� tk. •306. oo 3yo w y `°° `e,, I I GROUND Q 1 - 308 _ -306 - 304 2 p — - - N r;n, i \\ 0 /.30 3� \ 11 � "AUTUMN 330 \ w 330 J 320 raxLor600 zs117A \ ØI / \L._ TRACTB PROPOSED \DOCUMENTNO.2000-031295 1 GRADE \\ a 1+ co z z Q w C� I\ / 11LLJ 325 325 \ W _ O \ t/) \ 1 L LI m cc \ °C Q J \ W r/ 335 w 335 320 \ I Z-ram m 320 • EOM -- �\ � LnN O O Q O O O o 0 0 U , CV CV CV Ir > r- ii \ OIQ w CC • Q w T > \ CC H _1 Li: CC W 11 (nW (n (AW \ Ell" CI CI CI CCCC 330 w w � � ,... 1 330 315 \\ I 315 m o Q -I CO o / PROPOSED 2:1 SLOPE \ 0 co T / FOR DAYLIGHT BASEMENT LOTS \ �' ui m ,- w � N w � N MATCH EXISTING \ T 'a ° a, 1 + m D + co + m / \ I -a _o v Z v ta W 10 I -I 1- II I In II CENTERLINE ELEVATION c c 3 �' v, > m > > / \ 1I 4Q 3 v v N • OQw >> QW QQw I \ 71 5 '5 o v CC > � J CCI— J 325 aI� w (DU) W — I— (A w /v/ 325 310 \\ 310 0 0 °c a I > / \ / \ o m / \ \ < �_ - - _ _ ^� 7-- - -- - - 77 \\ N320 - - - 7 320 305 \ 305 co p p _ y� pc0z N / PROPOSED T � / GRADE 7 \ Z cc W > Q PROPOSED 2:1 SLOPE , PROPOSED TRAIL WCC W N EXISTING I / o (n CC o ,/ GROUND - ` tJ\\ i - II // \\ •7, Q W W O Z 0 315 // , - / \ I— � � 315 300 \— 300 m p o / MATCH EXISTING \ 1\ // \\— / N Q i I j - GROUND ELEVATION - I ZO u�i O O Z a ' 0� U a < ma N. 310 310 295 295 W p p co 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1 +00 2+00 3+00 4+00 U- 0 r N SITE CROSS SECTION A-A - PROFILE SITE CROSS SECTION B-B - PROFILE o c SCALE: 1"=40' (H), 1"=4' (V) SCALE: 1"=40' (H), 1"=4' (V) ^L' ^W' W 0 c Z 0) C W rn Project r DARBY RIDGE N m ALE No. 0r---T 40 SC0 20 40 141-037 in Type v 1 INCH = 40 FEET ENGINEERING a) j 0 Sheet co W . 1 SUBJECT: RETAINING WALL DESIGN AND CONSTRUCTION RECOMMENDATIONS Retaining Wall Design and Construction Recommendations Retaining Wall Design and Construction Recommendations Retaining Wall Design and Construction Recommendations DARBY RIDGE SUBDIVISION GeoPacific Project No. 23-6235, Darby Ridge Subdivision, Tigard, Oregon GeoPacific Project No. 23-6235, Darby Ridge Subdivision, Tigard, Oregon GeoPacific Project No. 23-6235, Darby Ridge Subdivision, Tigard, Oregon LEF 6SW150T" AVENUE TIGARD, OREGON Wall keyway soils should be observed by GeoPacific. Where soft soils are encountered, they analysis on the Ultrablock retaining walls. If the Ultrablock retaining walls will be subject to UNCERTAINTIES AND LIMITATIONSshould be overexcavated and backfilled as recommended by GeoPacific in the field. Subgrade surcharge loads, such as loads slopes or permanent structures, GeoPacific should be consulted to Ico NReference: GeoPacific Engineering, Inc., Geotechnical Engineering Report, Darby Ridge and backslope soils should consist of stiff native soils or engineered fill. provide additional recommendations. We have prepared this report for the owner and their consultants for use in design of this project wSubdivision, SW 150th Avenue, Tigard, Oregon, GeoPacific Project No. 23-6325, only. This report should be provided in its entirety to prospective contractors for bidding andDated May 1, 2024. Reinforced zone fill should consist of imported granular materials containing less than about 7% Wall design calculations for gravity Ultrablock walls with a maximum exposed height of 7.7 feet are estimating purposes; however, the conclusions and interpretations presented in this report should Q : g fines (material passing the U.S. No. 200 sieve). If chip rock is utilized for infill behind Lock+Load attached to this report. The wall should be founded on a crushed rock leveling pad a minimum of 6 not be construed as a warranty of the subsurface conditions. Experience has shown that soil and • 0 a 2 panels, grids in the upper half of the wall can be spaced every two panels. Engineered fill should inches thick. The wall should be embedded a minimum of 1.0 foot into competent native soil. groundwater conditions can vary significantly over small distances. Inconsistent conditions can r z GeoPacific Engineering, Inc. (GeoPacific) is pleased to present our design and construction lJ3 be compacted in horizontal lifts not exceeding 8 inches using standard compaction equipment, Subgrade soils should consist of competent, undisturbed, native soil. GeoPacific should observe occur between explorations that may not be detected by a geotechnical study. If, during future site 0 ` 0 d recommendations to support construction of the proposed retaining walls at Darby Ridge ° N development located in Tigard, Oregon. GeoPacific previouslyconducted ageotechnical studyof compacted to at least 92% of Modified Proctor (ASTM D1557). To avoid bulging of the wall facing, subgrade soils to verify a suitable bearing stratum is present. If any soft or organic soil zones are operations, subsurface conditions are encountered which vary appreciably from those described o Et p 9 9 self-propelled drum roller compactors up to 5 tons in weight should not be used within 2 feet of encountered, overexcavation and replacement of the unsuitable soils should be performed. The herein, GeoPacific should be notified for review of the recommendations of this report, and revision N J - 0 the site and provided our recommendations for site development in the above-referenced blocks and compaction against the back of wall should be achieved using a handheld vibratory depth and extent of any overexcavation should be determined in the field based on actual of such if necessary. LU Z p geotechnical engineering report. 0 plate compactor. conditions exposed. Q z0. Sufficient geotechnical monitoring, testing and consultation should be provided during construction N W SITE DESCRIPTION Geogrids should be spaced verticallyas shown on the attached wall details (Figures 2 and 3 . Wall backfill materials should consist of 3/4"-0 crushed aggregate base or othergranular material to confirm that the conditions encountered are consistent with those indicated byexplorations. LL 9 p ( 9 ) P0 co The site is located to the west of SW 150th Avenue at the intersection with SW Rosario Lane in Required geogrid lengths are indicated on the geogrid schedules on Figures 2 and 3. approved by GeoPacific prior to construction. Where possible, wall backfill should be compacted Recommendations for design changes will be provided should conditions revealed during I.IJ ' ' c6 Tigard, to at least 92% of Modified Proctor (ASTM D1557) maximum density. construction differ from those anticipated, and to verify that the geotechnical aspects of W g Oregon (Figure 1). The property is approximately 4.7 acres in size. Topography on the siteI C Z F, Geogrid lengths are measured from the face of the wall. Geogrid should consist of Miragrid SXT, or construction comply with the contract plans and specifications. Z Q • and in the vicinity of the site slopes down gently to the south, with grades of up to 12 percent. It is w a approved equivalent with an ultimate tensile strength of 4,700 pounds per foot. Adequate The leveling pad should be carefully constructed, and the bottom row of blocks should be carefully our understanding that the proposed development will consist of the construction of a 34-lot O z subdivision and associated roadways and utilities. rth placement and compaction of facing infill and proper placement of geogrid between facing units is placed level. The second row of blocks should not be placed until adequate wall angle has been Within the limitations of scope, schedule and budget, GeoPacific attempted to execute these I.., W critical to wall stability. The geogrid should be stretched taut prior to backfill placement and verified. Wall tilt should be checked frequently during wall construction, as a reduced batter will services in accordance with generally accepted professional principles and practices in the fields of (1 > d We understand that various retaining walls are proposed throughout the planned development. compaction. The grids should be rolled out with the strong direction perpendicular to the face of the result in reduced factors of safety. The wall is designed as vertical with no tilt or batter. geotechnical engineering and engineering geology at the time the report was prepared. No The locations of the planned retaining walls are presented on Figure 1. The planned retaining walls wall and not along the wall face. warranty, expressed or implied, is made. The scope of our work did not include environmental A subsurface drain consisting of a minimum 3-inch diameter, perforated pipe should be placed at assessments or evaluations regarding the presence or absence of wetlands or hazardous or toxic will consist of Ultrablock and Lock+Load retaining walls. The following report sections provide LC recommendations for retaining wall construction in accordance with the current applicable codes Adequate drainage behind and beneath the wall is important for wall performance. A subsurface the back of the wall as shown on the attached details. The drain pipe and surrounding drain rock substances in the soil, surface water, or groundwater at this site. N drain consisting of minimum 3-inch diameter, perforated, Schedule 40 PVC or ADS Highway Grade should be wrapped in non-woven geotextile (Mirafi 140N, or approved equivalent) to minimize the and local standards of practice. &, �, pipe should be placed at the back of the wall as shown on the attached detail. The drainpipe and potential for clogging and/or ground loss due to piping. Water collected from the drains may be We appreciate this opportunity to be of service. � :..oc., �So I surrounding drain rock should be wrapped in non-woven geotextile (Mirafi 140N, or approved directed into the local storm drain system or other suitable outlet. , �-I,, 0NI- LOCK+LOAD RETAINING WALL equivalent) to minimize thepotential for clogging and/orground loss due to piping. Water collected Sincerely, o c- - - _ q ) g9 g p p 9 ? I co 0 from the drains should be directed into the local storm drain system or other suitable outlet. It should be noted that gravity walls such as those planned for the project will generally experience - �, o 0 We understand that several Lock+Load MSE retaining walls are planned as a part of site ,,,,o)V)riCP�,,,� 2 0) o - o some minor wall movement. As a result, structural loads other than those accounted for in the GEOPACIFIC ENGINEERING, INC. -<� r,.--- ----:.. (Z- o development. The locations of the proposed Lock+Load MSE retaining walls are indicated on �, 1;�. P \ Based on the attached calculations, the proposed walls will have adequate factors of safety against design should not be within the 1.5H:1 V plane measured from the toe of the wall (including c- �\ 4:,- 'Ki ��, Figure 1. The planned Lock+Load MSE retaining walls will have maximum exposed heights of up '• �/ to 12.0 feet. A tiered Lock+Load retaining wall is planned along the northern side of Tract A. We sliding, overturning, bearing capacity failure, internal failure, facing failure, and global instability embedded portion). Any structural foundation elements located within the setback distance should •2,/ 900kiiii J� W o understand that the distance between the faces of the tiers will be at least 3 feet. The lower tier will provided that our recommendations for wall construction are followed. deepened to the point that they no longer impact the wall. �� _ Q have a maximum exposed height of 2.5 feet, and the upper tier will have a maximum exposed r �,0F 0 �, ,-- have should monitor retaining wall construction, including verification of suitability of bearing Based on the attached calculations, the proposed wall will have adequate factors of safety against `, -.q),,,. n0'` �� 74'66:height of 4.3 feet. Grades above and below the Lock+Load MSE walls will be relatively level and , G�\soils; Lock+Load unit placement; reinforcement type, length and spacings; drain installation, sliding, overturning, bearing capacity failure, and facing failure, provided that our recommendations yq,, \C�'' 1/25 the walls will be fill walls. The proposed configurations for the Lock+Load retaining walls are shown iN c-1 A‘`' on Figures 2 and 3. backfill placement and compaction. Construction procedures should be in conformance with for wall construction are followed. �- - �" applicable wall and geogrid manufacturer's recommendations. Alexandria B. Campbell, E.I. Benjamin G. Anderson, P.E. GeoPacific should observe installation of the designed retaining wall, including, but not limited to, Engineering Staff Associate Engineer (A The Lock+Load MSE retaining walls were modeled using standard Lock+Load units, with granular g g g backfill and geogrid reinforcement. Geotechnical parameters appropriate for the granular soil ULTRABLOCK GRAVITY RETAINING WALL verification of suitability of bearing soils; Ultrablock unit placement; drain installation, backfill J backfill materials and assumed retained native soil and engineered fill conditions on site were placement and compaction. Construction procedures should be in conformance with applicable Attachments: Figures: 9Figure 1 -Site Plan and Retaining Wall Locations It is our understanding that portions of the wall along the southern site border will consist of manufacturer's recommendations. incorporated in the analysis. Calculations for the proposed Lock+Load retaining walls are attached. Figure 2-Lock+Load MSE Wall Typical Construction Detail I' Calculations wereperformed for both static and seismic conditions, usingUltrablock gravity retaining walls. These walls will consist of fill walls with maximum exposed Figure 3-Lock+Load MSE Wall Typical Construction Detail-Tiered Walls pseudostatic methods LJJ and an appropriate eak horizontal acceleration to simulate earthquake loadin heights of 7.7 feet. Slope conditions above and below the walls will generally be relatively level. Figure 4-Gravity Ultrablock wall Typical Construction Detail O p q g- Lock+Load MSE Retaining Wall Design Calculations(Figure 2) The proposed configuration for the Ultrablock gravity retaining walls is presented in Figure 4. Lock+Load MSE Retaining Wall Design Calculations(Figure 3) 06 Lock+Load walls should be constructed as indicated on the attached Lock+Load typical details Ultrablock Gravity Retaining Wall Design Calculations(Figure 4) A 250 psf traffic live load was incorporated into the design where applicable to account for traffic on (Figures 2 and 3), the attached design calculations, and applicable manufacturer's SW 150th Avenue and SW Bluewater Terrace. No other dead or live loads were considered in the recommendations. We analyzed the proposed Lock+Load retaining walls with a batter of 5.7 et degrees (1H:10V), which is the default batter per the manufacturer. Wall batter should be tightly /Q controlled. 23-6325 Darby Ridge Subdivision-Retaining Wall Design 3 GE 0 P A C I F I C 23-6325 Darby Ridge Subdivision-Retaining Wall Design 4 GE 0 P A C I F I C 23-6325 Darby Ridge Subdivision-Retaining Wall Design 5 GE 0 P A C I F I C li W A 250 psf traffic live load was incorporated into the design where applicable to account for possible CZ traffic on Tract A. A dead load surcharge was incorporated into the design of the lower tier of the J tiered wall to account for the load from the upper tier. No other surcharge dead or live loads, aside from sloping conditions, were considered in the analysis of the Lock+Load retaining walls. If the Q Lock+Load retaining walls will be subject to additional surcharge loads, such as traffic, slopes, or loads from any permanent structures, GeoPacific should be consulted to provide additional z recommendations. LI p w 0 LLJ It should be noted that MSE walls such as those planned for the project will generally experience Z C� cc some minor wall movement. As a result, structural loads other than those accounted for in the Z ° 0 design should not be within the 1.5H:1 V plane measured from the bottom of the wall face - °C 11 (including embedded portion). Any structural foundation elements located within the setback m Q distance should deepened to the point that they no longer impact the wall. CC 14835 SW 72nd Avenue 14835 SW 72nd Avenue LOCK+LOAD MSE RETAINING WALL 14835 SW 72nd Avenue W Q LOCK+LOAD MSE RETAINING WALL GRAVITY ULTRABLOCK WALL p GEOPFICIFIC Portland, Oregon 97224 GEOPF1CIFIC Portland, Oregon 97224 TYPICAL CONSTRUCTION DETAIL GE O P R C I F I C Portland,Oregon 97224 The non-tiered wall and the lower tier of the tiered wall should be embedded a minimum of 1.0 foot Tel: (503)598-8445 TYPICAL CONSTRUCTION DETAIL Tel: (503)598-8445 Tel: (503) 598-8445 Fax: (503)941-9281 TYPICAL CONSTRUCTION DETAIL into competent native soil, as shown on Figures 2 and 3. The upper tier of the tiered wall should be TIERED WALLS N N rV embedded a minimum of 2.0 feet, as shown on Figure 3. Subgrade soils should consist of GEOGRID SCHEDULE LOWER TIER MAXIMUM o o CV EXPOSED WALL HEIGHT 7.7 FT MAXIMUM EXPOSED HEIGHT competent, undisturbed, native soil. The leveling pad should be 6 inches thick and comprised of EXPOSED TOTAL HEIGHT NUMBER OF MINIMUM GEOGRID CV CV CN crushed rock compacted to 92% of a Modified Proctor (ASTM D1557 . The levelingpad should be HEIGHT,H(FT) WITH EMBED.(FT) PANELS LENGTH,L(FT) NOT TO SCALE P ) MAXIMUM EXPOSED WALL (Hi) = 2.5 FEET DRAWING NOT a, a, carefully constructed and should extend a minimum of 12 inches horizontally from the wall face. 12.0 13.0 10 10.0 HEIGHT (H) = 12 FEET 5.7 DEGREE cisco W 9.6 10.6 8 8.0 LOWER TIER MAXIMUM (10:1)BATTER TO SCALE EXPOSED WALL HEIGHT 7.0 8.0 6 6.0 DRAWING NOT (H2) = Fine Grained Soil or Pavement H 4.3 FEET11 TO SCALE Section 12-inch Maximum m o 4.3 5.3 4 4.0 Thickness �1 TOPSOIL OR GE 0 P R C I F I C COMPACTED SILT 3.0 4.0 3 NONE 23-6325 Darby Ridge Subdivision-Retaining Wall Design 2 (12 INCHES THICK) Z COMPACTED SILT OR 3.0'MIN.DISTANCE Relatively Level Grade With v To 5.7 DEGREE BETWEEN WALL 250 PSF Traffic Surcharge 14835 SW 72nd Avenue (10:1)BATTER PAVEMENT SECTION FACES RELATIVELY 9 e c 3 v . to SITE PLAN AND (12INCHESTHICK) LEVEL GRADE �, 4' 1 1 1 1 1 l 0 3 o c �: GEOPRCIFIC Tel: (503)598 8445regon 7Fax: (503)941-9281 RETAINING WALL LOCATIONS RELATIVELY LEVEL GRADE WITH p p . a 0 j 250 PSF TRAFFIC SURCHARGE A I ..4, I 1 I 1 ; ill 350 - I350 'MC 1 111 - 1 - 1 - 11 11 _\ \ % I1 "RIVER TERRAC.ECROSSING 1 1A 11F, C 'ore- 1 I ---� _� 4.3'UPPERTIER ao,23�orwir ` \--,,,, �\ \ ,- �`set ror79 I ror ror i Errs, LOT I 1O1,< ,r. - C°N8' IRUCOON Fwseea are `y 319r .I I I :'� \ \ • W: A E 7W'3 .5 �- u n CONTRACTOR a IX 3102' IX7V:31<3: IXTW: 53;3„ 5.7 DEGREE MAXIMUM EXPOSED I \ I I F Granular Backfill Compacted'-:: \qucr?� 3ro�' 2ca33.r Erie, x., _ grii _-- _ I•3r3-.I 3r3 /� RE P N IBLE o .• \ _ _ _ p• ,,�/ �` -, ®__--- - _- 533.., -- - _ _ = r] I 10:1 BATTER WALLHEIGHT H F L S O S33,`- -.:��.. ,o'�c-,w�'s --1-` -`E,-` - sr,-\ ( ) ( ) .`.• to 92/o of Modified ProctorC <•.;•:'.,:`.;•'.:••:'.;•:.•:'. I\` FOR STABLE r. .% \ > �' /i 330 . �� , _ �, �� !!�i.538.6 o;" MIN. GEOGRID MINIMUM LENGTH Maximum Density :`:',/ TT__ _ BACKCUT =t, R )r 3353r� --,=----- •-- - <a5 _r. i - 0 ./ I EMBEDMENT •. Q _ r 1 15 �, ._- w rt ft. I L=5 FEET 3se �° - �c ® ,,e 336 �■ . 1 yl� I i • 7.7 Foot Maximum ,� _ I i ., ' - =- 334" ---- : Cis .•a ./-,`. ------� - _■ `3. < •▪%, 00 (1,,\ 7 _,,,_� , / x3; 33<�33, „• �_ !! ` 1 II Exposed Wall Height Limit of Excavation _ 4 as j _ i A �4 - \ qt, 'ass ° 1, 3/II > 0 0 N t - '.'. 333+ = ee y I. . ii - - 3.iY-- ` � - -333 �� ntractor Res on i I. : :----- -' 11EIMuMY COMPETENTNATIVESOIL (Co p s b e- ` COMPETENT NATIVE SOILVJ Z ' .. ~. ass -- t 12.0'MAXIMUM GRE OR ENGINEERED FILL ::' for Stable Backcut) O N Es.. 883 _ -_ CG !! 1 _ ; J 331. ill, `r 15 4 ,, 329- �; ,'- , .;aa' - l 3I? ; ror) EXPOSED OR ENGINEERED FILL I �-/ 0 Q 1- O 39 ,�; 0 s 323- ,,,, �, �� 3,, r - -1si a1, \ In \- \ 329 1 I "� �r S ' " \ • \' i \ I3p WALL HEIGHT(H) -t- _ % z IJJ1- QI- ✓ �, �� 1 s 328+ 11111i 11 I ,/ '4' '2r 4�, \ _\ 335 �0 \ 3ro 13ro W > Q RI sso �� ae9 ®` �® + __. ! g GEOGRID MINIMUM LENGTH - - - k Q / REINFORCED BACKFILL M CC 5 �I> _ '•329�-''- - -•- :•� -'.. 1- - I� ..:, .. 3s0 %� .: / _' s ��. vb�.�?r ' ^.l��d .. 399 2.5'LOWER TIER � ZONE-3/4"CRUSHED ROCK :;/ N 1l1__� ___> �� 3� - !®, 1- '�l I t �y �,�- \�a r' PER GEOGRID SCEHDULE I REINFORCED BACKFILL v n� = WET- WEE O -- _ ___33q=. si , '_ yQ 1'S'' : I Lr �1l ,' i -',' sk �3J�, '! � '� l� V II I,, ZONE-3/4"CRUSHED ROCK MAXIMUM EXPOSED OR IMPORTED GRANULAR O rnfA ii ■ °R FILL COMPACTED TO 92% :/ Competent Native Soil or ICI Z m O N I. \5 32, 7,,� 3zi�ay �G J3z,V 325ss1---�=_- 71 III= _ �� -=. ' 41,. iis zg �i0 > l \'\`\` 1Q OR IMPORTEDGRANULAR WALL HEIGHT(H)O s2r,r. 'rh !I E..3251i® Tv 32s - r 1 t' 326 - - ,�- g-i32' - e\, . ;A \ \\\\ `\a3'' � l 33 I o ` / OFAMODIFIEDPROCTOR .''i > c W L\ 1 �'_ _�r L_1 \ g4 E a.' a -;� .>- \-- 111 s�� 336 FILLCOMPACTED TO 92/0 _ '.... EngineeredFill ' = WOs2° ~`�1 Uzi-32z �1 r�= = �l ' _ �/ M ` • � ��I ae/ 1 OFA MODIFIED PROCTOR v i ~ mct i-: 32x .1-0 '226 I - 1 4`? , _ I I 32.- \` �o.' /. yy. 3'9- "20 I I '\ 21 `\ :ipl I - I I \T'31l�_i TIP -`� `.- - .32g,/i�Q-- /TI '.�3 �J/'il'' /�__.-.�/9,y.'' �3,B� IDS \ \ - 1 ,�'\\' 1\A � t� n � � 4"PERFORATED PVC DRAIN Relatively •:;:•� Q � J_ ® ^`� - .=- -- 32s ,"' -\es �� `\ >\ \� I�e1 ,'�• 33.¢' CONTRACTOR J.� BACKFILL ZONE-3/4" LevelGrades ,:� N W W W �` r3- _ _ r 3 WRAPPED IN MIRAFI 140N FABRICii 3 2 -- L --\/ %- i I ra \ \ . - _ CRUSHED ROCK OR 1:Q.+1'::• O > W 3?' \__ � !� '' azs_ �i-K' Q,'_, - y�______ __ _ ' `-- -� -- --=\- ' ' - , sw-Ps RESPONSIBLE / IMPORTED GRANULAR OR APPROVED EQUIVALENT(SEE :/ N Q IL _\ �, 1 ... \' - - y32I --'y --= x �1. m EMBEDMENT NOTE y� ' _ I MIN. by I rr$�� 323 I. .n'. `318: I FOR STABLE o FILL 6) ° l ••.� _ Uj I-\__-32a__ ' LIe ' �� r. pp I BACKCUT =12 IN. CC O M �'__1 �� \ OF lfwi O Z > ' �0 Approximate Location of COMPACTED w� - - - - MODIFIED PROCTOR ?-i - ____-- -3 :74 t\ \.„ Proposed Gravity Ultrablock im _ _ _ _ (� O ` 3 i�1 '-_�_________ -�% �315� ��, /''.��sTi , ` sa�_v - . '''' �n \ �\ - Retaining Wall (Figure 4) COMPETENT NATIVE SOIL CRUSHED ROCK LEVELING PAD 12"MIN. O O Z _ „B . ;I ',.1.31 - __--- Approximate Location of , j \ ,�\\ ,� 4"PERFORATED PVC DRAIN OR ENGINEERED FILL THICKNESS O(COMPACTED TO 92%OF A Minimum Embedment 3"Minimum Perforated PVC or ADS Drain and r 1 W j Cl) Z CV III ,,��a»_ -�_: _tilt �6�=41=_� w sii Proposed Tiered Lock+Load ' 313 ��,§ - liii \"� tMIN. WRAPPED IN MIRAFI 140N FABRIC MODIFIED PROCTOR)EXTENDING TO AT LEAST Drain Rock Wra ed in Mirafi 140N V Q=12in pp i_ QUt �_ T~ i 3,- j�'_' _ e EMBEDMENT OR APPROVED EQUIVALENT(SEE CRUSHED ROCK LEVELING PAD 12"MIN. 12"HORIZONTALLY FROM WALL FACE Competent Native Soil or Fabric or Approved Equivalent Q CC mQ IRe'ta.it:.ti•ftgw 11:(fit�ure3) = 12IN. NOTE 6) THICKNESS (COMPACTED TO92%OFA Crushed Aggregate Engineered - �_ "'` COMPETENT NATIVE SOIL 4"PERFORATED PVC DRAIN g' (See Note 5 Ci 0 3zo Y3,6 �t� Approximate Locations"of MODIFIED PROCTOR)EXTENDING TO AT LEAST Leveling Pad Minimum CC I s3 '�r '31 y <o' :' ;T, `�, 13'o�2S �flI '= pp CRUSHED ROCK LEVELING PAD 12"MIN. WRAPPED IN MIRAFI 140N FABRIC CC O 1 I _i r y- �1' fi- ,_; �,- .,\ ,\ OR ENGINEERED FILL 12"HORIZONTALLY FROM WALL FACE Thickness=6 in ✓ Approximate Location of -- 312-- _ --- 318�° • , Proposed Lock+Load MSE I THICKNESS (COMPACTED TO 92%OFA OR APPROVED EQUIVALENT(SEE y91�313 3173* .b, I I MODIFIED PROCTOR EXTENDING TO AT LEAST NOTE 6 '-' Proposed Gravity Ultrablock 3153;5= _-- 53,8 __ Retatrnng,Wa11 (Figure 2) I ) ) co I �9,3i3j<- 313�3�`' '--- ---- - I 12"HORIZONTALLY FROM WALL FACE Retaining•.. Wail-(Figure 4) w3,5- s., W3,2°' ,, w3; ;;r' r" „.,w,2,;; hw, - - - I '�. II, I�;', Notes: �316 „� -- 3,2 /F(33120 Il /AtF0305< �',n11II �� FQ307�7 / •'n. /\\\t' \ _66.,:.. , _ �, 11 I 11 Notes: �_ i- T'TW:3115 ✓' / V // ;I ` '_ \-l�`��_ ' lWS,16` '1.]- \ ,I\ .. I • Illl'� 111Notes. ca O I a1s 3 ,1 F,W:m2.5 ro35no - -J �--4.--- ��L�'-„ U•2--- ---J r - ;M: ,ro7:.:7 -. ,,_, , }t .`, + 1. GeoPacific should review subgrade soils. Base of wall should be supported on stiff native soils or engineered fill. O ',; -`''S,"'i- ;-FG:32A _II G.3J95 , ,_, ,. i3p5 ,35r .Po:30„, _ =,�,.: \. 2., :RL325 N \> ;1 I,F, 0r, 9 PP 9 1. GeoPacific should review subgrade soils. Base of wall should be supported on stiff native soils or engineered fill. 1. GeoPacific should review subgrade soils. Base of wall should be supported on competent native soils or engineered fill. 0) _8u -3 lir -_r -- ra3515 L1_ ~ _ I 1 9 pP P 9 o - r .. "�` 7I\ . a gi y 322 2. Backfill behind the wall reinforced zone should consist of 3/4"-0 crushed aggregate com acted to 92%of Modified 2. Backfill behind the wall reinforced zone should consist of 3/4"-0 crushed aggregate com acted to 92%of Modified Z �� _.- "- ¢ -' TRACTA � �,\�� + �' ';N\' �Fr■■t/y ( ) P ( ) P 2. Use Ultrablock or similar product,2.5 x 2.5 x 5-foot blocks. C 4r, • ,_ .*t9_ _ 0 _30' ,306- -305 ---3W" .3p ,.30 5° - -'X-' \ 29 9\ ---'o, - _ 'a2, a,'ab` 3oa -., I '�.321 Proctor(ASTM D1557). If chip rock is used for infill behind Lock+Load panels,grids in the upper half of the wall can Proctor(ASTM D1557). 1 r j M be spaced every two panels. W oa 7W3,..9 W:3125 N3,<P '-1N3530 ___--- W301.5 n.2913.5 1W/:< 1W.309.9 1W3131 1W31.1 1W3Y 5 ,-•'.,I �I 3. Levelingpad and anyadditional drainage materials should consist of 3/4"-0 crushed aggregate. G:303., =.953.5 �. 5 Ec:35re EC:305.5 ' ---- • . Ec:2ae.r EG:225.3• E022r6 2G:300.1 •:351.2 •:353.2 < 1.:. 20:3250i �. 3. Use Lock+Load Standard Panel units. 9Project TAXr0r600-25117A r�I3; -' 3. Use Lock+Load Standard Panel units. 7 DOCUMENT NO.2000-031195DARBY RIDGE �, North 4. Backfill behind the wall should consist of 3/4"-0 crushed aggregate or other granular materials pre-approved by GeoPacific. 1-- 4.Geogrid should consist of Miragrid 5XT,or approved equivalent. CO 4. Geogrid should consist of Miragrid 5XT,or approved equivalent. No. 0 5. Recommended wall drain is minimum 3-inch-diameter ADS Heavy Duty grade(or equivalent),perforated plastic pipe I 5. No geogrids required for walls with exposed heights of 3.5 feet or less(4 panels or less). enveloped in a minimum of 1 cubic footper lineal foot of 2"to 1/2"open-graded drain rock(or approved equivalent) 141-037 r Date: 07/09/24 5. No geogrids required for walls with exposed heights of 3.0 feet or less(3 panels or less). p gravelpp wrapped with geotextile filter fabric(Mirafi 140N or equivalent). Legend: 0 80' Drawn by:ABC 6. Recommended wall drain is minimum 3-inch-diameter ADS Heavy Duty grade(or equivalent),perforated plastic pipe Type I--, 6. Recommended wall drain is minimum 3 inch-diameterADS Heavy Duty grade(or equivalent),perforated plastic pipe enveloped in a minimum of 1 cubic foot per lineal foot of 2"to 1/2"open-graded gravel drain rock(or approved enveloped in a minimum of 1 cubic foot per lineal foot of 2"to 1/2"open graded gravel drain rock(or approved equivalent)wrapped withgeotextile filter fabric(Mirafi 140N ore equivalent). For chimneydrain,filter fabric should be 6. Sections of wall with exposed heights of 4.5 feet or less may be single stacked. ENGINEERING o APPROXIMATE SCALE 1 -80 Date: 07/03/24 q ) PP q )• Date: 07/09/24 Drawn By:ABC 0) equivalent)wrapped with geotextile filter fabric(Mirafi 140N or equivalent). Drawn by:ABC placed along the soil cut and over the top of the drain rock chimney. Drawn by:ABC Date: 07/12/24 Sheet O Project: Darby Ridge Subdivision Project:Darby Ridge Subdivision Project: Darby Ridge Subdivision Project: Darby Ridge Subdivision CD Tigard, Oregon Project No. 23-6325 FIGURE 1Tigard,Oregon Project No. 23-6325 FIGURE 2 _ Tigard, Oregon Project No. 23-6325 FIGURE 3 _ Tigard, Oregon Project No.: 23-6325 FIGURE 4 C2.2 S. � Q S. U > w O Q c0 Img U� I N A/ w c•j Ilia in n /R .-1)) J ao v Q Dg JI Z z� ° ao Z oWo 2 a 1 I W 2 z o 0 3 8 a ROW PUE / BACK OF EASEMENT PL w 3 W ' z o4 / UTILITY EASEMENT / W Z o Z Z Q II Lk,' Ja z z rth I-I w I I a ! 2 1 Lc N 1 I 5' WIDE # z� so cy SHALLOW SWALE o zo �_ _ _ I TO CONTROL � z � w o0 , C� RUNOFF I ��rn o / / FINISHED GRADE �,P _ (TOP OF STRIPPINGS) �(24 . w\`.:\.• o _ J SIDEWALK \\\-- , \ j _ _ 4" MIN., 8" MAX. STRIPPING DEPTH FLAT - STRUCTURAL PAD TO BE 12" LOWER THAN BACK OF WALK - AT CENTER OF DRIVEWAY EXTEND 4' STRUCTURAL / / PAST UTILITY PAD -/1 EASEMENT SEWER / STORM STUBS il TYPICAL FLAT LOT v) Z LOTS 1 -15, 17-21 0 N.T.S. V W N 0 Z z CI o w Q w ROW PUE / BACK OF EASEMENT PL CC o o / UTILITY EASEMENT / 35' / cc O a J 0 ~ I I N CV N N N N O O O N ., N N N N 1 2 2 2 LL fC fC fC W I 5' WIDE o SHALLOW SWALE 4" MIN., 8" MAX. TO CONTROL I 3 z N STRIPPING DEPTH z `o RUNOFF c c 3 / / FINISHED GRADE ao 3 v v .N �. (TOP OF STRIPPINGS) o o a 0 CD SIDEWALK \ \\ /� \ m FLAT - \ I STRUCTURAL PAD TO BE 12" I LOWER THAN BACK OF WALK - co 1\ AT CENTER OF DRIVEWAY EXTEND 4' STRUCTURAL w z �, / / PAST UTILITY PAD a p O p T EASEMENT z w a r UPPER PAD = o ARCHITECTURAL FINISHED GRADE s cWn cWn °C 1 PLATE HEIGHT Q W W m O o (9' TYP.) (TOP OF STRIPPINGS) uj O z SEWER / STORM STUBS 2 D m w N = z > FLAT - CC C#) Ci) pE TYPICAL DAYLIGHT BASEMENT \ C W co z o _ U a4ma N N. LOTS 22 34 WC o 0 CO N.T.S. 1 N fC r 0 o • C L ^0 W d Z C w Project rn r DARBY RIDGE N- o No. o r 141-037 Type ENGINEERING 0 0 Sheet o M- IW IXI x �I i WvIII _ - I o _ LEGEND a - 1Tu x x o x = PROPOSED EASEMENT LINE D v - - - — — — — — x '� PROPOSED CENTERLINE 0 Q I N I �� - - - - - - - - w x O m xXSESW - - PROPOSED RIGHT-OF-WAY LL I 0 ` 0o— (� Jao 0 1 NTWOOD — — PROPOSED LOT LINE �+ Q I O0 ., NX x x � � � � J = 1 II� — — — — — — — x X CT 0_ — — BOUNDARY LINE Z z Z a 0 XSD WV I-II InITW(�OD �T OX PROPOSED SIDEWALK/DRIVEWAY 0 1 a In, X`w XW XW XW XW XW W " �C�l" GV XN1 XW XW XW XW XW XW XW t _ — SZ X (9 o — BY HOME BUILDER i..i N I / — — — — I x o • PROPOSED SIDEWALK WITH PUBLIC J — (7 X • FACILITY INFRASTRUCTURE PERMIT W Z tx o X )� " VALLEY PROPOSED PAVEMENT a W 1 4 wv E w lug X X a 0 1 I " LOT 72 c� PROPOSED STANDARD CURB & GUTTER W z i '^ X Q m vJ I I I I I I I W I � o X �� TRACT B W �, Z o ZXo x .X I PROPOSED STANDARD CURB Z L U I X frI " PROPOSEDWEDGECURB i I O �, �„� ,z IY CL n _i j X X '� PROPOSED STORM LINE & MANHOLE LL 0 d " RIVER TERRACE CROSSING " I x ►om �, rRAcrE a v' / 1 U) �'� x x I ® PROPOSED SANITARY LINE & MANHOLE I I I I I I %i% I � = I LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 ♦�' � 1 0Lc O I l♦`i0 3 X x PROPOSED WATER LINE AND VALVE N TRACT K /10jr7; QIII - O In1 x X ( PROPOSED1WATERSERVICE & METERik,I% , ■ EX. 12"SD SD �►e �XSq XSD X5D XSD XSD XSD XSD XSD XSD a � __ X XSD !� �tt/. � i� '�SD XSD XSDG, XSD XSD �� — — — — — — — — e © � �� x X x PROPOSED STREET LIGHT L`' o �,�\I ®� i = t OPEN SPACE — — � �=► I _ I 2 0 — — — — �� ,,� s ; �� r (SEE LIGHTING PLANS .:,---,= a l 8 15 �T — i. 1♦��♦� I �� / o A El x . 1 P � x I7 11-.:1F1' 2 ♦�♦� 174 No I s 1I • • A I II' 'I ; ' - - - - - - - - ,,i ;� • II ' Xo;►D. ©1 cn 0 X x II■®I � 9 14 1 1 16 'i i a 1 I WATER NOTES I 1 - - - - ®._ �.� i Lor 1 1 �I �• � 18 �= I X II 6 :� El I ♦�� ), /. on . 4 o xo x 01 PROPOSED WATER METER BANK. I I �� gin I 5 1,„, _ _ ' • ci_ _ _ I ' I O PROPOSED WATER SERVICE (TYP.) X I �♦� I UI ♦ I♦% wEX. HOUSE ` I g PROPOSED IRRIGATION METER FOR LANDSCAPING. CL II II - - - - %i1 i 10 13 ♦� ® I!ar ' I 19 s I 1 � 0 R C A S ES 0 CONNECT TO EXISTING WATER MAIN. X I 5i��® 1 i d ' 1 ��I� �i► I o 1 I ►.� // ; / I I I I I I I +Sx J 11 I I II. - - - - - - - - 1 .00� 0�1 1 - - - - E I I ji ■l ■ © •:,� SANITARY NOTESI " I - - - - 1 °° �, / lit' ♦ i� 1 20 1 I - ► 11 12 � x1 CONSTRUCT NEW 48 SANITARY MANHOLE OVER W p 1 11III111I1!, 11I.i/xEXISTING SANITARY MAIN TO SERVE THE SITE.I ®�a4 I I ♦ / III Qf x1 ♦ �Ili S �, ARIOLN 2 PROPOSED4SANITARYLATERAL (TYP.) O —ja PrIll% — — — — — — — iri , e►■�` : — — — — I F. �, xE,= xs� x a _ _ 121 Mil iG Pmn = .® ��i � .IXxWVWVPROPOSED SANITARYLATERAL TO SERVE �� I 3 ADJACENTFUTURELOT.- - - - © ■� I _46 ..� X x r ®, o I ®,III0 ,4,s's) 41004. I C) SW PEACE AVE 1 ". . . 00 .i ° w x I ly�� — - - - - 15"sD — 15"sD / ' I X //.. STORM NOTES J IICE o11 ��'�1 12SD 1I _ ®1 ■ ita-- - �Illit#0,f%, - L ' PROPOSED 48" FLAT TOP MANHOLE TO CONNECT TO 10 I M,II■ -- -- --- --- - d 12 SD �•w��'�'. •►��'� •�.7 ��r. ��►-��.� �� Cu] �♦ ®�� ►; -� ; 0�'►7� �� `:� - g cn /I O EXISTING STORM MAIN AND CONVEY ON-SITE STORM W I ._II■®.eJ �!.!.!.!.!.!.!a rk►E_-_-.!.2.2p�_r--- I -.!♦!♦!♦! �5�!♦!♦!♦! 1r..,ffi�!♦!.!♦!♦O�`—!.��♦!♦:„r:.[W �.f►I`J!►:.!. ► lV�'�i -+- / HHH CO x I •- vi♦i♦i♦i♦i♦i♦i��i��i♦i♦i♦i♦i♦i♦3►♦i♦i♦i►♦i♦i♦i♦i♦i♦iO�i♦i� ♦♦♦♦♦i♦i♦i♦i♦i♦'►i♦i♦ice►�ii♦i♦i♦i♦i�►♦i♦i♦i ♦ �i♦i♦i♦i♦i♦i��i♦i ®♦'o�i♦♦��i♦i♦i♦i� ®Oi 3i►♦i♦i!�♦i♦ii"i♦i♦ ♦♦i♦i♦i♦i..♦ � ♦ice.. �♦ " x WATER TO EXISTING POND TO THE WEST (W/CAPACITY TO Ell I • ," — — r 1 0T ��♦♦®o�� TRACT E ♦ TREAT & DETAIN PROPOSED DEVELOPED SITE). Q 2 I� �♦ 41) 1 _ e ®®♦��♦♦t's ♦�♦♦ I A E STREE ♦♦♦♦�♦�♦♦♦ `�♦ 0 I —, IMIl — — — —„ ♦ PROPOSED 4 STORM LATERAL (TYP.) o © ��_ 1 / O O ♦♦ X I CV CV CV N N N xI I I 1 ♦ Xii I 34 2 I 33 I 32 I 31 I 30 I 29 I 28 I 27 I 26 I 25 I 24 230 22 �♦ O3 PROPOSED CG-30 CURB INLET MANHOLE (TYP.) r N N - - - - I I I I I I I I I ♦♦ X IliI © ♦♦ x PROPOSED AREA DRAIN PER CWS DETAIL NO. 380/C9.4 a' a' °Jfa fa fa W`• •� I A I ♦ XI o 0 0 oc x ��♦�,�I I °p I ♦♦ o I O5 PROPOSED WALL FOOTING DRAIN OUTFALLS. o o 1 '�' � 1 I ♦♦ X m 11 ''':' I I I I I 0 ®♦� I I I I I ♦ X x O PROPOSED STORM LATERAL TO SERVE 00 CO x a � �' I I I I I I I I I I I "'�♦I ADJACENT FUTURE LOT. x ��\ OI 1 0 I O -a N z c� ca = o a; "' I C. .. ■ ' . . ' © 3 XOPROPOSED CATCH BASIN DRAIN TO Ca, a\I NI �r XI LOT19 '7) m OUTFALL TO EX. ROAD SIDE DITCH. 3 ai ai ,_ o ar a u — — — — — — — — OrillidElit*' ( I ® EX. STORM DRAIN TO REMAIN ® �■I� a 0 ilkIII X S —4 _ I■-1®_r�ill-mr- -'-© TRACT A `' IiFtii x—xsD 12 SD , ' 'TRACTM M ❑� © `° COMMUNITY TRIAII �I COMMUNITY TRAIL I_ ►� _ , •n•_••• • • ■_ • n_I • mmEm�migEM—mmm ■_ ■ r•_■ •_ • a ■_•% • _■ U • la •_ ■ r • _■ •_•a ■ ■ P • _IN•a ■_ ■ r• ■ p ■■• • Pi •„., •_ • U_ • % • _■ U_•Li •_ _••_•N •_ ■ Fs • _•._ • • ■ • Pi_ •_■ •_ _• • ■ . •_ _ ••_ • n • _■ •_ ■ s•__,•, r i!AU — a — — — ',-0, 0 14 Q (5)< 0lig O QX X - I "AUTUMN TAX LOT 600-2S117A (� W Z Z N DOCUMENT N0.2000 031295 I I I O TRACT 8 WCl-Iolp z0 W > Q N I O X .0 wsc_ Fici0 'N Q WWmZ coo PI I 10 x I 0 .cr ) I x I NQLWW -0 01x CC "' 80n o � X O 8Z ° W p / U , Q aZ Q JØI X I W/'� 00m co co I a: o 01I o I C Ieu r 0 C 0 X CD CD OkS' O Z C 1 C ' �) W x Project T I cn o DARBY RIDGE o' I X x 410 30 0 15 30cco o XSCALE No• _ _ 141-037 = = m = Type X u) ox I1 INCH = 30 FEETENGINEERING m ff 1 � Sheet I I'_ 'XI� -�-! C3.0 LEGEND a SW PROPOSED EASEMENT LINE Q HUNTWOOD PROPOSED CENTERLINE 0 Q I N �Ny w , I CT - - PROPOSED RIGHT-OF-WAY LL I CCQ J o PROPOSED LOT LINE �+ -x J O0 I- SW HUNTWOOD ST - - El - - BOUNDARY LINE •z 0 a I Z Z a CC •• PROPOSED SIDEWALK/DRIVEWAY 0 1 0 U I w - - �• BY HOME BUILDER I j~ I PROPOSED SIDEWALK WITH PUBLICI N Q 0 w r� VA FACILITY INFRASTRUCTURE PERMIT W `1 0 a w pIQ 1 D I I I I I I Q LOT72 PROPOSED PAVEMENT 0Lii 3 m 1 I 1 1 1 w I 1 TRAC " 3 0 Q I PROPOSED STANDARD CURB & GUTTER W i • o w PROPOSED STANDARD CURB ' W Z 0 I 1 Z w Ja I I I RIVER TERRACE CROSSING 1 �� i• Q I TRAC PROPOSED WEDGE CURB 0 zI PROPOSED LOCK+LOAD RETAINING WALL LL > 0 0 Q 1 1 1 1 1 1 Qi;.; 1 1 " a LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 ' *II 1 1 �' �� A I I I I I I IIIII PROPOSED ULTRABLOCK RETAINING WAL_ TRACT K (ID , j� 1 TRACT I Q .1:4lI7 l - - - - - - - - - - _ - - - - - - FRONTAGE FENCE W/COLUMNS LO CV I II EX. TRAIL SW) . . i1 - - - - - - - - - Q T D \ / I PROPOSED STREET LIGHT C�"" !' I/OW - ilit �� OPEN SPACE Q , , " (SEE LIGHTING PLANS) .R-w cco 0 N 0 I 1 ci ' 8 15 T -�� I 2.00' DEDICATION 1. l 4 _ o _ a 0. .. , / • ,�i� 0 '% O ,® II , VISION CLEARNACE o rn o (r."-:',4, 1 1 II 470.00' Er I I O �i��-i1 ��I - - -; ':-AL .. .. .. .. . 0 ; ° - _ _ - - r1 I I 1 IiiliP. III PROPOSED PARKING� IO 37.00- _ _ _ ; I9 14 � � 164._ 2500 f 1 e PROPOSED CENTERLINE MONUMENTM'1 �j0� ,��, I I LOT1II* I � : I18+►�� Ii / � 6[I II 't�4L, .-., 22.25' If 0 ,.� I I I y' ' 1 © 0 � - - - - - - - - 20.00' . . jr ! ol I �.!1 : ,I 10 13 6.00' ,:, I 1 I ' ''• I I " ORCAS ® ' z p �� 1 ESTATES 0 40 1 i o �� M I: J W P 19 5 l ! ie 'i 4 0 : ' j I I is 1► : Q mill 11111 I I I �� - - - - - - - - - -hf 1 ' !•4 1 1 12 - - - ..-��-� I / `�'•'► 20 1 I ��' . . .28.00 . ' ' ' II / / Ht ;off I z 4 I �1 . QQ U i r '�4 I - - - - I SW ROSARIO LN JI o .4t$11 � © ! -.„ / - - - - 0 �`1 E 1 �� \��\\\ `• , / W I► cc �® ��M=RM \\\ avilk, a . . ., I I",►��► w 1 1111A111! 1�11l1! I�IIl1 1®11� I�lllldi am I�IIl1 I®IIII emu I®!t(II! um I®Illll mu f�� 21.00 I !SW PEACE AVE © - , © 19.00' z r - 28.00' 50.00' - - - - - - - 3 , N O w ui • --•`❖-•s- =,®- III I SW 150TH AVE. IS A WASHINGTON J o \ ► 0►4 :::, 1► .,.......► . � - ,- �►, -0 .1►; -;►.;,...,.Or.1,.--� SW STARLYN LN �r ��i i_=_ ,I�F i-- /r-_ � D ; �®�_.��I_►®i�7-::, ►:::::�®0►®:::::!- _!!-..-Oi�i, :7,4N - - 6.00' - 0 - - - - J ��i��-��-�-� ---v-��-�-�- --►-----®-��-----.----- -------r�--®-�1►�-��-r�-��t��....`.®..�-®��-��-- -®�®- --i7.�► .®. .�.. .ii...i�i►�i��.� \ >��,� TRACT E (PRIVATE STREET) �/ Q _ _ 00 r• 1��.!.!.!.!. ®��®®►®►�� .IE�.!►!.!.!.!.!.!.!.!.!.�.�.t�®'®®'a.�S.!.!.!.!.!.!..►.!.!.��►...r2.......�.!.!�►� ®®�.�:�.�®.�.�..�.�/®®ems®a�®� ;•ee.•e._,�® ®� �.�e x ••y:❖: 111 I I �� COUNTY ROAD. THE PROPOSED oc o %I / � NI- - - ' ":''=:::!:'!:_ i. ®®.I®®►®��.®®��:!:_.,._.!:!��iG�® _, L■ :� I IMPROVEMENTS ON SW 150TH AVE. L,I.I Q _ _ _ _ _ �� I WILL BE REVIEWED AND APPROVED > Q i I ( Q O © O I - t 6.00 I BY WASHINGTON COUNTY UNDER A 0 0 1 1 I I I I I I I I I I I © SEPARATE PERMIT. J -I - 1 I I I I I I I I I O O O N Nli I III � 0 I I ..ii I fC fC Ca W Ce II t I 34 I 33 I 32 I 31 I 30 I 29 I 28 I 27 I 26 I 25 i 24 I 23 I 22 ��E 1 :!i�i !i' ll .. Lu m o 0 0 L O .-.�` I I I I I I I I I 1 1 r. t I 0 . . . . LOT19 -a Z v is - - I�� 120.00' 114 im�1 - - - - - - - - _- I �� I c a 1. .. .. .� . .. J �� ,♦ / ap j C1) �co 4 N EX. TRAIL TRACT B TRACT A � 1w�I o 71 CO oa, a I° > TRACT / COMMUNITY TRIAII COMMUNITY TRAIL IIIII�r +I QA • n • _•k ■ , ■ ■ of • mmmm1� ■ ■ ' • _■ ■_ • ■ ■_ • n_ • _■ ■_ • ••_ ■ r • _■ ■_ • ■ ■_ ■ n_ • _•••N ■_ ■ r • _■ . ■_ • ■ •_■ ■ • _■ ■_ • a •_■ e • _• ■_ • ■ ■_■ ■ • _•■_ • ■_■ n • _■ ■_ • ■ ■_•n • _■ ■_ • •_ ■ p. • _■ ■_ • •__,• -- i. m - - - --- - I I T co 0I "AUTUMN VIEW " TAX LOT 600-2S117A 1 TRACT 8 CONSTRUCTION NOTES Q DOCUMENT N0.2000 031295 1 LO co o I1111 2 000NSTRUCT 6' CONCRETE PEDESTRIANPATH PER ZZ 0 8Q � O N 0 INSTALL CENTERLINE MONUMENT PER CITY OF 11 CITY OF TIGARD STANDARD DETAIL #166/C9.1 . GENERAL NOTES z W Q r TIGARD STANDARD DETAIL #170/C9.1 (TYP). PiAll cc W > 4r SEE SHEETS C4.0 & C4.1 FOR CURB RETURN 1 = W ZWpCN O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY 12 CONSTRUCT 6' AC PEDESTRIAN PATH PER CITY OF O Z O a OF TIGARD STANDARD DETAIL #143/C9.0. TIGARD STANDARD DETAIL #166/C9.1 . ELEVATIONS AND PROFILES I I c Q� H W ®O Z 0I prl O3 INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY 13 CONSTRUCT 12' AC PEDESTRIAN PATH PER CITY OF I I 0 o W w W OF TIGARD STANDARD DETAIL #141/C9.0 (TYP). O TIGARD STANDARD DETAIL #166/C9.1 . I, 0 N = LL W 0 INSTALL 5' SIDEWALK WITH PLANTER STRIP PER CITY e CONSTRUCT 12' AC MAINTENANCE ACCESS PER CENTERLINE CURVE DATA o 0 OF TIGARD STANDARD DETAIL #120/C9.0 (TYP). 14 CITY OF TIGARD STANDARD DETAIL #166/C9.1 . I I 0 W 2 p w Co INSTALL 6' CURB-TIGHT SIDEWALK PER CITY OF CONSTRUCT CONCRETE STAIRWAY W/ HANDRAILS I I U I- 4 Q Q 01 O TIGARD STANDARD DETAIL #120/C9.0 (TYP). 15 PER ODOT DETAILS RD120, RD770, RD771 , SHEET . . 4, I I W 0 0 m o INSTALL STREET BARRICADE PER CITY OF TIGARD C9.5. SEE SHEET C4.1 FOR DETAILED GRADING. d = 1359'04" d = 13'56'21" d = 8957'16" I 7 O STANDARD DETAILS #436/C8.1 & #192/C9.1 . 16 CONNECT TO EXISTING TRAIL. R = 235.00' R = 185.00' R = 71.00' o fD) INSTALL ADA RAMP PER CITY OF TIGARD STANDARD T = 28.82' T = 22.62' T = 70.94' c O RECONSTRUCT CONCRETE DRIVEWAY W/SECTION ,Ilr .c DETAIL #128/C9.0 (TYP). 17 PER CITY OF TIGARD STANDARD DETAIL #141/C9.0. L = 57.36' L = 45.01' L = 111.47' 1 c SEE SHEET C4.1 FOR DETAILED GRADING. I z .50 CONNECT TO EXISTING SIDEWALK. 4 I w O CONSTRUCT AC MAINTENANCE ACCESS PER I Project rn O18 TYPICAL SECTION & CITY OF TIGARD STANDARD 9 MATCH INTO EXISTING PAVEMENT. DETAIL #166/C9.1 . d = 1132'21" d = 4149'02" I I DARBY RIDGE coR = 166.00' R = 38.00' ro SCALE No. o 1� PROPOSED SPEED TABLE WITH CROSSWALK, ASSOCIATED PROPOSED CLUSTERED MAILBOX UNIT (CBU) LOCATION. ' ROAD NARROWING AND STRIPING PER CITY OF BEAVERTON 19 MINIMUM 34 MAILBOX UNITS & 6 PARCEL LOCKERS ON T = 16.77' T = 14.52' 30 0 15 30 141-037 DETAIL #255/C9.5. SEE SHEET C4.1 FOR DETAILED GRADING. 5'X10' PAD (3 CBUs). L = 33.43' L = 27.73' =m m Type f) 1 INCH = 30 FEET ENGINEERING N Sheet o NOTE: ADA RAMPS MUST BE CERTIFIED BY DESIGN ENGINEER USING ODOT CERTIFIED INSPECTOR. C3.1 co WET WEATHER CONSTRUCTION TOP OF CURB ELEV TOP OF CURB (L) ELEV TOP OF CURB (R) ELEV ELEV + 0.13' = ELEV + 0.58' = (L ELEV + 0.25' a L Q - 1 8'I 1 II 6'I- W PAVEMENT SECTION NOTES 4'WATER ROW t ROW D ~ Q co ROW 50 ROW EASEMENT I O I M L 22.25' N ¢ • 1 . IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING R1 I LL a WET WEATHER, THE SUBGRADE AND CONSTRUCTION PLAN 8.0' PUE__ 25' __ 25' 8.0'PUE _ 13.25' PUE&SWE_I 11.25' __ 11.0' ' (� J SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL a 1 L25' 20.0' ¢ I O0 ENGINEER AT THE TIME OF CONSTRUCTION SO THAT - 6" cci ° I 20'I I I- z J a CONDITION SPECIFIC RECOMMENDATIONS CAN BE 6.0' 1.0' 10' 10' 1.0' Z 0 2 a -1 1' BATTER 0.5' 5.0' 9.5' 10' 10' 9.5' 5.0' 0.5' - I I Z 0 PROVIDED. 12" -I - -- - �- i 0 ROAD SURFACE _ - ° a I ° ° G i I U. CC 2. THESE WET WEATHER PAVEMENT SECTION d I I N o RECOMMENDATIONS ARE INTENDED FOR USE IN 1.5% 1.5% J R1" . 3.36% 3.36%� ',�doQ 2.5%� SITUATIONS WHERE IT IS NOT FEASIBLE TO COMPACT THE d 1/2" MAX=° a „� ,,� =u� =u� _ _"� _' =u� . _„ �� <' • �.�•��{��= =ii < _ W I Z=1Il1 =1Il1 =1Il1 �.1 �. y .I��' �L. _I„ =III=1Il1 =1Il1 = lli M.t•11 }� �� , �Li,��,�.. �;.� SUBGRADE SOILS TO WASHINGTON COUNTY ° 1" ° d °° ° =i1-11 i1-11 i1-11 i1-11= ��i••'!s �4-4,12abla �in> �� i1 xiii ,. :II-11 II-11 i1-11 i1-11 1 MIN BEHIND CURB •p�•�•��ti�1 i� 4 ``,f i1� ��-� <��.�>�� =; d 11111111 / �: .. _ "" _� n n II �� u n n "" I•i1., �- 11 11 11 �� ` . -.�* ! 0 I z riAl _ / O - ��_�.:4--,'1� 1' MIN BEHIND CURB Q (7 > _ - �r ,I_ I 111 I 111-1 I 111-III-11 I 1 11,i-III- ��- " _111-1 -111-111 J REQUIREMENTS, DUE TO WET SUBGRADE SOIL CONDITIONS, a "' WEDGE CURB PER . > 61I a a J " II=1111111 I� CONCRETE CURB AND GUTTER AND/OR CONSTRUCTION DURING WET WEATHER. ° ° ° 4 CONCRETE CURB AND GUTTER W DETAIL ON THIS SHEET STANDARD CONCRETE CURB w ° 2"OF 3/4"-0"CRUSHED ROCK W 0 `'' 3. A WET WEATHER SECTION WITH A MINIMUM SUBGRADE goo°O°°v°o °° a ° °° 2" LEVEL 3, 1/2" DENSE HMAC 2"LEVEL 3, 1/2" DENSE HMAC 2"OF 3/4" 0"CRUSHED ROCK 4"OF 1-1/2"-0"CRUSHED ROCK 3"LEVEL 3, 1/2" DENSE HMACW • `"' O O O O O O ° - d- DEEPENING OF 6-INCHES TO ACCOMMODATE A WORKING �o°o°o°o°o o° v v o 0 0 0 0 0 0< o 0 0°0°0°0°o°o°oc 3" LEVEL 3, 1/2" DENSE HMAC95% 4"OF 1 1/2 0 CRUSHED ROCK �, Z o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < COMPACTED TO OF MODIFIED PROCTOR AASHTO T 180 COMPACTED TO 92%OF RICE DENSITY AASHTO T-20995% z Q SUBBASE OF ADDITIONAL 1 1/2"-0 CRUSHED ROCK SHALL BE °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°c COMPACTED TO 92%OF RICE DENSITY AASHTO T-209 COMPACTED TO OF MODIFIED PROCTOR AASHTO T 180 Z /°°o°o°o°o°o°o°o°o°o000000°o°0°0°0°0°0°0°0°o°0°0°0°0°0°< 12"CEMENTTREATEDSUBGRADE w a USED. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oI G°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 12 CEMENT TREATED SUBGRADE �°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°< � W 1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° TYPICAL LOCAL RESIDENTIAL STREETo O O O O O O O O O O O O O O O O O O O O O O O O O C /� J 4. GEOTEXTILE FABRIC, MIRAFI 500X, OR EQUIVALENT, SHOULD 0000000000000000, TYPICAL PRIVATE STREET ILIL > BE PLACED ON SUBGRADE SOILS PRIOR TO PLACEMENT OF SW BLUEWATER TERRACE U a BASE ROCK. CURB NOTES: BASE COURSE TRACT C 20' WIDE STREET (TRAIL CROSSING) STA. 10+25.00 - 11 +73.47 5. THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE 1 . CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STA. 8+70.00 - 8+92.50 N.T.S. N CONSULTED IN INSTANCES WHERE IT MAY BE PREFERABLE STRENGTH OF 3300 PSI AT 28 DAYS. I TO TREAT THE SUBGRADE WITH CEMENT INSTEAD OF N.T.S. �,\ _ OVEREXCAVATION AND AN INCREASED ROCK THICKNESS. 2. EXPANSION JOINTS. TOP OF CURB (L) ELEV TOP OF CURB (R) ELEV ��, A. TO BE PROVIDED: TOP OF CURB ELEV = � ELEV + 0.73' = � ELEV + 0.08' \ �� so cI 1) AT EACH COLD JOINT. = t ELEV �" �'' z 6. IF SOFT SPOTS IN THE SUBGRADE ARE IDENTIFIED DURINGo Z a. o _ 2) AT EACH END OF DRIVEWAYS. ROW t ROW 7.25' PUE&SWE - 0 - - O ROADWAY EXCAVATION, OR DEVELOP PRIOR TO PAVING, 3) AT EACH SIDE OF INLET STRUCTURES. c9 Lu o THE SOFT SPOTS SHOULD BE OVEREXCAVATED AND 4) AT EACH POINT OF TANGENCY OF THE CURB. 21.00 BACKFILLED WITH ADDITIONAL CRUSHED ROCK. ROW ROW 4 WATER2�a, o EASEMENT P 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. I 50' i 9.75' _ I 11.25' i lf'�� \�� 1 7. DURING SUBGRADE EXCAVATION, CARE SHOULD BE TAKEN 3. CONSTRUCTION JOINTS. 8.0' PUE 1 25' 25' 8.0'PUE 19.0' _1.25'1 "v W TO AVOID DISTURBING THE SUBGRADE SOILS. REMOVALS A. SPACING TO BE NOT MORE THAN 15 FEET. 1 i I J 10' 1.0' L 6.0' Q SHOULD BE PERFORMED USING AN EXCAVATOR WITH A B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 28' I -.• 9' _ > SMOOTH-BLADED BUCKET. TRUCK TRAFFIC SHOULD BE I i I I LIMITED UNTIL AN ADEQUATE WORKING SURFACE HAS BEEN 4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 95% OF AASHTO 0.5' 5.0' 5.5' 14' 14' 5.5' 5.0' �� 0.5'-- T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN -I - -- i ESTABLISHED. IT IS RECOMMENDED THAT CRUSHED ROCK DEPTH, WHICHEVER IS GREATER. BE SPREAD USING BULLDOZER EQUIPMENT RATHER THAN 5 DRAINAGE BLOCKOUT. I 1.5% 1.5% I 2.5%, 1 5% DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND A. 3" I.D. PLASTIC PIPE WITH COUPLING. 3.36% 3.36%� 1' MIN BEHIND CURB '1i1�d.'11 " ��ii�� : ��;,f'�� -i< r ,' V POTENTIAL DISTURBANCE TO SUBGRADE SOILS. "" - "' "d- _ - < - . 1� . ., _ }� i n-n n „-„„ „JnN.k". � �' „AL�, „l `. • 1T1 Ii 1T1 11 1T1 1 �� ??vim� o' �� 1' MIN BEHIND CURB J B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE IIi1111111T111 i1�.� �-.��,I'�� . ,I�� DIY<�;�j•J Ame <vp ��•,. II 111-11 111-11 1 WYY1 • �� DRILLED OR CURB SAWCUT VERTICALLY 18" EACH SIDE OF DRAIN ='i- 11 estifo art- {'�}� � I � =II =1i =11 risT- �`I'� �' m =1i -1'� ✓� , 8 THE BASEOCOURSE MATERIALS, WHICHO COUOLDPCREAOTE OF AND REPOURED TO FULL DEPTH OF CURB. CONCRETE CURB AND GUTTER '11-ii-11� - - ° ��11°11°Ii 1 Ii 1�"Ii1�"Ii 1 ° °'I°-° °- ° °II°.11�: ° ONCRETE CURB AND GUTTER STANDARD CONCRETE CURB CARE WEDGE CURB PER Q _I I I 1 1-11 111=I 2"OF 3/4"-0"CRUSHED ROCK 2"LEVEL 3, 1/2" DENSE HMAC 2"OF 3/4"-0"CRUSHED ROCK DETAIL ON THIS SHEET L PUMPING AND UNSTABLE SUBGRADE SOIL CONDITIONS. 2" LEVEL 3, 1/2" DENSE HMAC 4"OF 1-1/2"-0"CRUSHED ROCK 3"LEVEL 3, 1/2" DENSE HMAC 4"OF 1-1/2"-0"CRUSHED ROCK 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SHED SECTION CURB AND GUTTER 3" LEVEL 3, 1/2" DENSE HMAC COMPACTED TO 95%OF MODIFIED PROCTOR AASHTO T-180 COMPACTED TO 92%OF RICE DENSITY AASHTO T-209 COMPACTED TO 95%OF MODIFIED PROCTOR AASHTO T-180 0 SPECIFICATIONS (95% MODIFIED PROCTOR), A FINISH COMPACTED TO 92%OF RICE DENSITY AASHTO T-209 12"CEMENT TREATED SUBGRADE 06 N.T.S. 12' CEMENT TREATED SUBGRADE PROOF-ROLL SHALL BE PERFORMED PRIOR TO PAVING. TYPICAL LOCAL RESIDENTIAL STREET TYPICAL PRIVATE STREET (I)10. THE PROJECT GEOTECHNICAL ENGINEER SHALL BE ON-SITE Z DURING CONSTRUCTION TO VERIFY SUBGRADE STRENGTH SW BLUEWATER TERRACE TRACT E AND TO TAKE DENSITY TESTS ON THE ENGINEERED FILL STA. 10+36.88 - 1 1 +46.52 O AND BASE ROCK MATERIALS. 12" MIN. STANDARD / / N.T.S. STA. 9+12.10 - 12+05.78 V N.T.S. LLI 16" 4"THICK CONCRETE SEAT INSPECTIONS CHECKLIST TOP OF CURB (L) ELEV TOP OF CURB (R) ELEV r 1 WALL PER NOTES BELOW _ t ELEV + 1 .0' = t ELEV t w I- SEAT WALL NOTES: W GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT ROW ROW Q w •• 16"WIDE SEAT WITH 2"OVERHANG. W Ce cc co INSPECTOR (KENNY FISHER AT 503-816-6164), A MINIMUM OF Z_ ° LI► 50' I o • 3/4" 0 COMPACTED LEVELING PAD. z 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT ° 8.0' PUE I • 25' 25' �8.0'PUE u_ o • #4 BAR, LENGTH OF CAP, 10"SEPARATION, ~ 0 CONSTRUCTION WORK WITHIN THE CITY LIMITS. ALSO N ° i N 3" MIN FROM EDGES. N w w REMEMBER INSPECTION IS REQUIRED BEFORE 'COVERING' OR r ° a u u u si o u u u u 28' z O • TOOL JOINT AT EACH WALL PANEL JOINT. J oC 'POURING' ANYTHING. ° ° °a °00 0 00000000°0°0°o I PROPOSED LOCK+LOAD Li H 0 0 0 0 0 0 0 0 0 0 ( I • EXPANSION JOINT EVERY 4 WALL PANELS. Q - 0 O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0.5' 5.0 5.5 14 14 5.5 5.0 0.5' RETAINING WALL PER p[ 0 0 0 0 0 0 0 00000000000000000000I - - - • SMOOTH TROWEL FINISH. V liv REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GEOTECHNICAL DETAIL > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 1/2" RADIUS AT FACE. CITY INSPECTOR IS REQUIRED AT THE START AND END OF Do°o°o°o°o°o°o°o0o0o0o°o°o°o°o°o°o� I 1.5% a CO ' III=1TI 11i1 1 1=1 1 Q CL EACH OF THE FOLLOWING WORK PHASES; D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = 3'36%� 3.36% 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ` 0 - m��T. lefe� �nl= TffTT, „_ 111 1111 11 COMMUNITY TRAIL SEAT WALL DETAIL GRADING n=11 i n=n �� i. �is�� •� �}{�r <��,,�,�� . n n n u� III III III III III III III III III _ < �•'��..�� ,-Itir�( mi�� i�111 n_ NOTES: 11 1„_IrII=IIIII� I11 III II-I111111111111 II II II II 1 1 11 �I SHED CURB AND GUTTER �' IIi1 11 i1 i� rl _ i� Ii� N N CV CUT & FILL STAKING _ CONCRETE CURB AND GUTTER o 0 0 FILL PLACEMENT/COMPACTION 1 . ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE PER DETAIL ON THIS SHEET �11 1 t N CV CV N N N TEMP. DRAINAGE WORK SHOWN. 2" LEVEL 3, 1/2" DENSE HMAC 2"OF 3/4"-0"CRUSHED ROCKIt DUST/EROSION CONTROL 3" LEVEL 3, 1/2" DENSE HMAC 4"OF 1-1/2"-0"CRUSHED ROCK 210' 2. EXPANSION JOINTS SHALL BE PLACED ONLY AS COMPACTED TO 92%OF RICE DENSITY AASHTO T-209 COMPACTED TO 95%OF MODIFIED PROCTOR AASHTO T-180 10' 10' C C C 111 = SANITARY & STORM SEWERS SPECIFIED. 12"CEMENT TREATED SUBGRADE 1 I iIt It MH & CB STAKING 3. CONTRACTION JOINTS SHALL BE PLACED AT 15' r 4' -- 12' 4 EXISTING L 10' m o INTERVALS UNLESS OTHERWISE SPECIFIED, AND SHALL TYPICAL LOCAL RESIDENTIAL STREET - Til 6' 6' RETAINING WALL I- H C) PIPE INSTALLATION/BACKFILL PROPOSED LOCK+LOAD =11 i1 i i TRENCH COMPACTION TESTING EXTEND AT LEAST 50% THROUGH THE CURB . RETAINING WALL(WHERE SHOWN) c-1 in i _1 I 6' � 4 ai SW PEACE AVENUEo AIR &TV TESTING WITH MANUFACTURER CAP. �i1n-..-n v Z v co III n 11=11'� o Ic c 3 . cn REPAIRS/RESURFACING 4. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. SHED RIGHT 4.3' MAX WALL HEIGHT. 1iiil=li.�i 1.50/i I 3' 6' 11 o� 3 v N TRAFFIC & PEDESTRIAN CONTROLn= = -_, i ' 1 '�+ T t L L STA. 10+00.00T. . 13+46.54 PROPOSED LOCK+LOAD SEAT WALL -''i 1i TIT'p11-11i iii _._--1- = iC L C ° OUTFALLS/RIP-RAP � n n il ' I o 0 oc a x > N.T.S. (WHERE SHOWN) -SEE DETAIL ABOVE. _1-°i1 ° PROPOSED LOCK+LOAD WEDGE CURB DETAIL TOP OF CURB (L) ELEV TOP OF CURB (R) ELEV MAX EXPOSED HEIGHT 2.5'. ' 1 111` RETAINING WALL WITH I 1.50%� TRAFFIC CONTROL 111-11 MANUFACTURER CAP. 41111= _ t ELEV = t ELEV + 1 .0' ii1=1i1 i -111,1 11 > =1111 co N.T.S. AC PEDESTRIAN PATH PER CITY 1i1 I i WALL HEIGHT VARIES =11 PLACEMENT OF SIGNS OF TIGARD DWG. NO. 166/C9.1 111i1111IT I FROM 2.5'TO 12'. AC PEDESTRIAN PATH PER CITY SEQUENCE OF SIGNS ROW 50 ROW T 111 APPROPRIATENESS OF SIGNS I i1111i111 STORAGE OF SIGNS WHEN NOT IN USE 8.0' PUE I 25' 25' GRAVEL SHOULDER =1111i ' OF TIGARD DWG. NO. 166/C9.1 i 111-111 i-n INSPECTIONS NOTE . . • ' ,8.° PUE " 0 SUFFICIENTFLAGNUMBERS F FLAGGERS 28' TYPICAL COMMUNITY TRAIL TYPICAL PEDESTRIAN PATH co ° w z r FLAGGING PLAN Z CERTIFIED FLAGGERS 1 . THE CONTRACTOR SHALL NOTIFY CITY 0.5' I 5.0' 5.5' 14' 14' 5.5' 5.0' i 0.5' TRACT A TRACT D z W a o r PROPER TRAFFIC CONTROL IN PLACE INSPECTOR FOR INSPECTIONS PER i - - pc W > cc CC r INSPECTIONS CHECKLIST SHOWN BELOW. STA. 10+25.00 - 15+47.39 STA. 10+00.00 - 11 +84.31 = W a. W cc 5% N STREETS 1 I N.T.S. N.T.S. W W m Q 0 oN 1.5% 3.36% 11 Ii1=11 =11, ct 2 W O Z 0 3.36% �� - lir ~ co HORIZONTALNERTICAL STAKING ' i oc SUBGRADE CUT FILL _ 1�_��-,int 11 11 71- / PAVING GEOTEXTILE WILL BE REQUIRED BY ll _ ••� `�� -�� - � <�� "� ' _,•"� ll• 1111111111111111111 i11 m .�.� . - 1 11 II �i N J W _IT 11ir,i � �-•.t• n n i�r_n i n n I n Id,D bHEDCURBANDGUTTER R 2 R o > W W 11 111"11r III 11 1 11 II 11 Ho,.1" INSPECTION STAFF ON THE BOTTOM OF THE FINAL I I my.,111-11 111=i1 _ LI� SUBGRADE PROOF ROLL ' 1111 '- 1��11II�II11�11-I��I11 I T1=11 11-IIll� _ _ 11 � I� PER DETAIL ON THIS SHEET I 0 Q CURB STAKING TWO INCH LIFT AT ANY JOINTS BETWEEN THE CONCRETE CURB AND GUTTER I1r - 2"OF 3/4" 0"CRUSHED ROCKI fr � � Z -E PROOF ROLL CURB LINE EXISTING PAVEMENT AND NEW PAVEMENT SECTIONS. 4"OF 1 1/2" 0"CRUSHED ROCK I 10' 10 I O O tri CURB FORMS/POURING 2" LEVEL 3, 1/2" DENSE HMAC I I 0 0 Z THE PAVING GEOTEXTILE SHOULD CONSIST OF R Rw o 3" LEVEL 3, 1/2" DENSE HMAC COMPACTED TO 95%OF MODIFIED PROCTOR AASHTO T-180 I 12' EXISTING 20' H Q CO Z CO BASEROCK INSTALLATION PROPEX PETOMAT 4598 OR PETROTAC 4591 OR AN I 0 U COMPACTED TO 92%OF RICE DENSITY AASHTO T-209 Q Q LEVELING COURSE INSTALLATION APPROVED EQUIVALENT. THE MANUFACTURER I RETAINING WALL Q FE m 12"CEMENT TREATED SUBGRADE p 2.5 7.5 4.5 5.5 I VARIES VARIES I.I_I BASE COMPACTION/PROOF ROLL "I1 � CC co RECOMMENDS THAT THE PAVEMENT GEOTEXTILE I ' III=11i1. i 6 12 _ 8 14 _ i WEARING COURSE COMPACTION SECTIONS BY THREE INCHES ON EACH SIDE OF THE ±14. TYPICAL LOCAL RESIDENTIAL STREET I 1.50% I OVERLAP THE NEW AND EXISTING PAVEMENT = I VARIES VARIES o POWER TRENCHING/UTILITIES JOINT, AS LONG AS THE JOINT IS LESS THAN 1/8" 9 =„_ _ I 3 9 -- 6 -- 5 11 ...] c MATCH EXIST. WIDTH -1i1 11-i IIMMIE IZIAIM ��•, .; •.OlINIW KEN ' r .E STREET LIGHT INSTALLATION WIDE. PAVING GEOTEXTILE SHOULD ALSO BE PLACED SW PEACE AVENUE =-_-_- I I 0 TIRAFF C & PEDESTRIAN CONTROL EXISTING PAVEMENT AFTER MIOVER ANY CRACKS THAT ARE LLING AND BEFORE _ VARIES SERVED IN THE SHED LEFT AC MAINTENANCEONUMENTATION - 11-1i=11-1 -11-1-11-1 ,i111111 PROPOSEDRETAINING LOCK+LOAD i WALL WITH I o Z ACCESSPER 1i=1 1.50% SIDEWALK/WHEELCHAIR RAMP �� • . N 11 11= STA. 14+58.00 - 15+95.05 CITY OF TIGARD DWG. NO. 166/C9.1 11 MANUFACTURER CAP. ii1-11-= w PLACEMENT OF THE NEW OVERLAY. FOLLOW �b �� ;!� �� i*fir „ TE i111 WALL HEIGHT VARIES ' it -1i,,, l 11=11 INSTALLATION MANUFACTURER'S RECOMMENDATIONS FOR "'11 1i='11 1±"iI „_„ _ N.T.S. _ 1Irrr Project STANDARD CONCRETE CURB "�" "-11i:1 = GRAVEL SHOULDER -11 T OVERLAY INSTALLATION JOINTS/CRACKS WIDER THAN 1/8". = FROM 2.2'TO 5.8'. AC PEDESTRIAN PATH PER CITY DARBY RIDGE coAC MAINTENANCE ACCESS PER CONCRETE CURB AND GUTTER 1111 11i111i , OF TIGARD DWG. NO. 166/C9.1 No. o ,1-1111T1=11=11 r WATERLINE CITY OF TIGARD DWG. NO. 166/C9.1 i-1i1-1i1 1i„1ii, 141-037 R SEWER THE TO HAVE ALL SANITARY AND STORM LINES TYPICAL COMMUNITY TRAIL TYPICAL PEDESTRIAN PATH Type WITHIN SCOPE OF THEIR PROJECT C LEANED AI MINIMUM REQUIRED O ONE WEEK PRIOR TO A PRE ACCEPTANCE PARK ACCESS ROAD ENGINEERING TRACT B TRACT D •c INSPECTION (AT END OF ONE-YEAR MAINTENANCE PERIOD). THE BALL AND FLUSHING OR JET PODDING TRACT K 'RIVER TERRACE CROSSING' Sheet 0_ METHODS ARE CONSIDERED ACCEPTABLE. PRE-ACCEPTANCE TV INSPECTION IS REQUIRED PRIOR TO N.T.S. STA. 9+08.00 - 9+75.00 STA. 1 1 +84.31 - 13+77.37 C3.2 m SCHEDULING PLACEMENT OF THE OVERLAY. N.T.S. N.T.S. I LEGEND a - ♦♦.♦♦• ♦♦ ♦. 328 328 .♦..♦. ♦♦ ♦. PROPOSED EASEMENT LINE = Q . ♦.,♦. ♦I I PROPOSED CENTERLINE 1 1/♦',♦� A .♦ 1 O - - PROPOSED RIGHT-OF-WAY LL o J o •♦••♦• C .♦.I 327 327 - - z p ao ♦..♦1 W ' 1 - - PROPOSED LOT LINE 1 ; JO a 4 .♦.,♦. Q BOUNDARY LINE Z • w z a .♦..♦. PROPOSED SIDEWALK/DRIVEWAY 1-1 N = a I /♦ '♦I LLI fi BY HOME BUILDER 'n Z - / 5 1♦� ,�� Dw ii � PROPOSED SIDEWALK WITH PUBLIC.♦. ,� m I I - - - - - - 71-- - - 326 c� N 326 FACILITY INFRASTRUCTURE PERMIT O LU z 0 a .♦. •♦• co PROPOSED PAVEMENT W W ♦' .♦♦•♦ ii II 325 Q w M. 325 PROPOSED STANDARD CURB & GUTTER W p co _ _ _ _ �� t� l � W N a W •zzs ♦. ♦•'♦1 I > > co N T Q PROPOSED STANDARD CURB Z w J a .♦ ♦•• a s + CO II II 6 NM" CO a PROPOSED WEDGE CURB O z /♦1♦�I� ► 1 \-0 Q w o c\iII + �'� o N o T PROPOSED STREET LIGHT LL d •♦• .♦.. 324 \ c~n w II > o II " M co O O N. 324 ♦ ♦'.♦. N _ _ • Q w II o r cv o T (SEE LIGHTING PLANS) 1•♦•' ♦ .♦' � ,►♦1I NN dd ww i51=9 II > + M + I 4'i m in o ♦� ° I S: 323.64 \-0 d d > > J IQ- J j 1.50% 1 1 EL I- w ( ,,..6 ��323 - - ' ' PTTO: 323.49 cn ° - `?•60/ \\ -0 > d a 323 � Z��c N 1 ♦I. G: 322.99 i� �j \ 3 �p°o\ D _ N o. oo , 0 1♦/ 0 6, y \ S: 322.87 -0 w o S: 323.27 - 1 S: 323.56 �,\\N -0 o S: 323.20 S: 323.13 \`' `�I \ S: 322.82 PROPOSED GRADE 88/ �.?°' �P� �� o 4 1.50% .�I ° \----1-‘ 322 @° TOP OF CURB •VISI - - 322 •�`r� ��. TC: 323.08 o ho/ `i3d `N o p ri O3/4 G: 322.58 I° o�� j S O. S: 322.44 PROPOSED GRADE 1.00% 2 88% _ _ J r S: 322.34 O @ LIP OF GL I I ER Q '1 O o\°�Oo �/0\0 24 EXISTING GROUND Q.50% 0 TC:322.47 o �w 11.00% o I S: 322.80 4,<°), h0\° '�.2 3 g - - - - - - - @ LIP OF GUTTER S: 322.39 G: 321.97 %� �% 0 321 I 321 0 r,:c- 7.50% TC: 322.42 ° 2" o �� - - - o r G: 322.42 u?voo �0\0 63/o S. 322.32 6i 1.00�% 7.50/0., • 3.4% 1.1% �� S: 322.37 o V-3 q TC:322.39 TC: 322.37 �00' S: 322.58 I ,, G: 321.89 1/2 TC: 322.40 G: 322.37 ----,0 S: 322.24 - �I G: 322.40 �, ,�.. S: 322.27 5: 322.75 I 320 320 1 ♦ I S: 322.17 \ / 0+00 -0+05 0+50 0+40 0+30 0+20 0+10 0+00 -0+05 •' , ��• 1 i: CURB RETURN No. 2 PROFILE .♦.♦. SCALE: 1"=10' H 1"=1' ►♦'.♦ 1/4.0 TC: 322.63 PC TC: 322.29 S W PEACE AV E O' (� I ♦.' 1 0 _ G_322.13 G: 321.79 �I 3 11 4♦ : 0.5% 3/4 Q TC: 320.91 PT TO: 321.29 Oa '♦''♦ G. 320.41 G: 320.79 ♦� sct .L 1. S: 321.12 1�. J S: 321.20 �.�� 1/2 TO: 320.12 1 1.50// 'I G: 320.12 S: 320.52 1 0+50 a O I 323 1- 323 ' o I TC: 320.14 a CO CON CO Io rnII G: 320.14 �6 S: 321.37 ' III Illui ill IIIVi ill IIIVi ill IIIVi ill IIIVi ill Illui ill IIIVi^ a N o O Z S: 320.25 .♦♦♦♦♦♦♦ ♦♦ TC: 320.09 . I•• S: 320.89 Q r c`� N 0 II S: 320.30 1 I T9:320.44 0 2.3% �, �' S. o ♦ T N N M Q w II = O G31994 �n G:S23 0947 ��'i' s �2 ° o°I 83/o toi............. T c j o N II 1�1 p o o o �l0 322 T N N + > i- J 322 ~ w o �, 6.260' :, oo 6 ° _ _ _ _ _ aor oN + c o II Qw ww W W 0 cL iri • �/ L N. + CO o II II > I- W 0 O S: 320.22 I 1.00%6.26 o TC:320.36 O S°% jo\o N <\ Zq` / \ r II Q G: 319.86 O o\0 0 0 A 1. o Q w CO cC oC co. �0 ,\O o\o oc\I TC9 11 II Qw 1- J > > I o 0 01 S: 320.17 '�' ��p S: 321.44 T Q > w w a Ce m S: 320.20 `� �� TI TO: 320.13 °\1: f I oo II 11 . J - _ > > O oC Q WCe r'M r S: 320.12 1/4 AlG:.319.63 p 90 , _ 321 0+ co J LL LL 5 5 ° 321 < _� `�� ( / -S: 320.60 11 II Co w d d 3 5/o V ♦ ♦. S: 320.10 0S: 319.63 43 �1 �S: 320.55 H _1a -0.50/o CV N fV Co LIJ 2 CV CV CV CD CD CD CV CV CV �® S: 319.70 34 I?_ aCV CV CV ,♦''♦ i I Z - `n `ol p, ° / \ \ as as as U. ' PC TC: 319.54 �,. �1 3.76' -0 S'320 320 � 1.00% \ ra ra Ca u, .♦... G: 319.04 0 - 1.50// I Nolo i ' G 0 0 oc .1.♦4 ♦. S: 319.48 5' PROPOSED GRADE ♦.♦ S: 319.40 @TOP OF CURB / w o / m L 2.♦.'.4 I 319 PROPOSED GRADE 319 ', I 5.4% @ LIP OF GUTTER / I D -0 a, Z ti.1)3 fa /♦. I 318 - // 3 u `^ v� - - - - c C I / N 'ac 3 C1, E. L I I. / 318 0 0 oc Cl.a x > I�♦� I // co ♦I I // ♦. 1 // ADA RAMP NOTES: Q CURB RETURNS No. 1 & 2 PLAN 317 / 317 1 . DETECTABLE WARNING DEVICES TO BE Paz / YELLOW IN COLOR. Z cv SCALE: 1"=10' (H) / � � Q � o co a N T / 2. ADA RAMPS MUST BE CERTIFIED BY DESIGN Z W CL a I / EXISTING GROUND ENGINEER USING ODOT CERTIFIED N o 316 // @ LIP OF GUTTER 316 INSPECTOR. o Uwj o / - CU I 0 Z C CURB NOTE: O > w }.. CURB RETURN DATA CURB RETURN DATA 315 315 CONTRACTOR SHALL NOTIFY CITY OF TIGARD CC NaI� W cn p n o -0+05 0+00 0+10 0+20 0+30 0+40 0+50 INSPECTION & ENGINEER 48 HOURS IN ADVANCE 8 Z Cl)o CURVE DATA STREET CURVE DATA STREET OF FORM WORK COMPLETION AND PRE-POUR O W 0 � .4 STATION STATION OF CONCRETE RAMP/SIDEWALK. CONTRACTOR 0 w coz I- a Q a �i PC = PC = CURB RETURN No. 1 PROFILE SHALL NOTIFY CITY OF TIGARD INSPECTION AND W 0 0 m O 9+58.00, 14.00' RT © 0 10+42.00, 14.00' LT SCALE: 1"=10' (H), 1"=1' (V) ENGINEER WITHIN 48 HOURS OF COMPLETION u- o_ 0= 90°00'00" SW BLUEWATER TERR. 0- g0°00'00" SW PEACE AVENUE FOR POST RAMP/SIDEWALK INSPECTION. ANY cu R= 28.00 PT = R= 28.00 PT = WORK PERFORMED WITHOUT CITY AND o ENGINEER INSPECTION SHALL BE AT THE RISK L T= 28.00 10+42.00, 14.00' RT T = 28.00 10+42.00, 14.00' RT OF THE CONTRACTOR. ENGINEER TO PROVIDE O L = 43.98 SW PEACE AVENUE L = 43.98 SW BLUEWATER TERR. ADA INSPECTION FORMS TO THE CITY. z 5 C w rn Project r DARBY RIDGE r` co o SCALE No. r 10 0 5 10 141-037 Type o 1 INCH = 10 FEET ENGINEERING °) 41) Sheet 0 L 4 " RIVER TERRACE CROSSING " " / / "RIVER TERRACE CRO SING " '. 4 / tr /// o ►♦'i i • / 1 � 1 i �� LEGEND a � � S: 339.65 / I LOT 73 ►♦� - w S: 339.68 . Q S:_340.74 4 1 •♦• PROPOSED EASEMENT LINE = Q ' S: 340.38 S: 340.30 .♦ 0 Q I N / ��- a S: 340.79 LOT 79 /♦' - PROPOSED CENTERLINE N a �; / o I - ca - 32.1' TRACTKono �� S: 339.72 0 0 I . .♦. PROPOSED RIGHT-OF-WAY 0 Q o 1 V p � / IN /►' ry ^ 0 T - - - - - - - jT �� /♦' - - PROPOSED LOT LINE J ± m r. ° TC: 339.29 �� '� TC:339.02 �� S: 339.77 / S: 338.88 r •♦ - - Z z 0 4,7% \ TC:336.63 r J`% �� BC: 338.52 / (p 1 0% S: 338.83 /♦' - BOUNDARY LINE " 0 BC: 338.79 10.5% / BC: 336.13 0 (/� S: 338.71 S: 339.62 o / TRACT D / ' TRACTI PROPOSED SIDEWALK/DRIVEWAY � N I � �? TC:338.19 �� 0• / OPEN SPACE TRACT D - l .♦ BY HOME BUILDER rn ¢ 0 o BC: 338.13 o / - - - OPEN SPACE �I 1 r ♦I PROPOSED SIDEWALK WITH PUBLIC uLU z S: 337.25 ui ��\ ,, 0j S: 339.67/ - S: 338.74 I ♦• i FACILITY INFRASTRUCTURE PERMIT z 0 d TC:336.63 TC: 337.82 .' �' f' - - S: 338.79 1.0% ♦ (� 5.3% ` BC: 336.13 4.2% BC: 337.32 TC:336.73 / `♦4*t ' - - /- - ' PROPOSED PAVEMENT 0 W 3 5% 1Q 3% BC: 336.67 ♦.'♦• / of � N � � 28.2' � ,.♦.♦♦• / r g r 1 .♦. W z 0 M ``• .♦♦�♦I / - - - - �� r� ► PROPOSED STANDARD CURB & GUTTER p M I ,I� - - - - 4. 5: 336.68 I1J • / ' I TC:336.87 .•♦�f♦� / , IS: 336.75 1 5�0 , .♦ PROPOSED STANDARD CURB I Z ,w J a I _ ', BC: 336.37 ,♦,fr // 1 6 I Q , .♦. PROPOSED WEDGE CURB 0 = 1 7 I I.♦..� '♦.�.♦.41 I/ 8 I U ►♦♦,.♦. I PROPOSED LOCK+LOAD RETAINING WALLI O. g d I I.♦.►♦♦. �.-=„qr., � 0Io I o o W ►♦♦/.♦.I 1 1 1 1 1 1 1 1 1 1 1 PROPOSED ULTRABLOCK RETAINING WALL SW BLUEWATER TERR & TRACT D I I o .♦..♦♦ i ® ® ® ® FRONTAGE FENCE W/COLUMNS I CV PEDESTRIAN CONNECTION DETAIL . a S: 333.36 I ,n .♦. I PROPOSED STREET LIGHT c\� � 'so I SCALE: 1"=10' H I 3.6% I o .♦..♦ I (SEE LIGHTING PLANS) ��w Z`�O, p N N�� S: 332.73 -� ♦♦♦ I Z r 0 oo , 0 �� a �i° I I ��_ I I17 o �� 6� S: 333.89 4 j ir,-, „ I �.?°' „P�- elI 5: 333.82 � I f'� \�\. 1- a I .♦.4 I CURB NOTE: -k 14 o EX. DRIVEWAY I I . Q 1� �I I '♦ I I CONTRACTOR SHALL NOTIFY CITY OF TIGARD ♦ 1 Q I I I ► I INSPECTION & ENGINEER 48 HOURS IN ADVANCE ♦♦ SW HAVERLY LN 1 16 OF FORM WORK COMPLETION AND PRE-POUR ♦♦ TRACT C " RIVE R TERRACE CROSSING " SW PEACE AVE & TRACT D PEDESTRIAN CONNECTION OF CONCRETE RAMP/SIDEWALK. CONTRACTOR ♦♦ (PRIVATE STREET) SHALL NOTIFY CITY OF TIGARD INSPECTION AND LOT76 & LOT 16 DRIVEWAY DETAIL ENGINEER WITHIN 48 HOURS OF COMPLETION FOR POST RAMP/SIDEWALK INSPECTION. ANY BC:322.38 C SCALE: 1"=10' (H) WORK PERFORMED WITHOUT CITY AND 12 I1/ BC: 322.05 • - - - - - - - - TRANSITION I ENGINEER INSPECTION SHALL BE AT THE RISK OF THE CONTRACTOR. ENGINEER TO PROVIDE - - - + - - - - TO FULL ADA INSPECTION FORMS TO THE CITY. N ♦ I HEIGHT CURB 1 TRACT Dr'� ♦ S: 339.01 S: 338.82 I I I I TC:321.60 C° r OPEN SPACE 1.6% I I 1 S: 321.50 - - - - � - - BC: 321.60 /- 32 I I I 19 17 - - e I I I I SCALE S: 338.91 133891 5 10 1 l ° l LP S: 321.42 S: 334.41 I I TI 0.5/o Ir - - - f TC: 334.41 1 S: 334.41 -- 1 INCH = 10 FEET 5: 321.56 / S: 334.74 I I Z / o f i� I� 3 $ 3 - Q S: 321.52 15 \ a 3 3% 6 0' I TC:324.29 P-F TC: 325.29 ' J 20.0' TC: 334.66 TC:334.26 G: 323.79 G: 324.79 0 /) 4\ .5% - I I �. TC: 321.46 TC:321.01 TC: 320.91 TC:321.33 / ♦♦ I z G: 320.96 G: 320.95 1 G: 320.85 G: 320.83 I2.5% I ♦ ♦.I 0_ 1 16 TRANSITION SHEDDING OUT OESHEDD N FROMR PAN N � I•I% r I •♦♦ ♦' SW HAVERLY LN / N % .♦ I H 12+00 SW PEACE AVE TRACT C / �� 2.4% TRANSITION GUTTER PAN FROM CURB RETURN DATA Q Z I - -I 1 (PRIVATE I STREET) / SHEDDING IN TO SHEDDING OUT STREET W w O Lu TRACT C PRIVATE STREET & TRACT D // r5� 4' I CURVE DATA STATION J o TRACT C DRIVEWAY DETAIL PEDESTRIAN CONNECTION DETAIL 16 / ~ . TC:322.90 / . . . . . . ♦♦ �' I Pc = LIJ _ O _ / G: 322.40 3/4 ��.' 20 © 13+70.61, 19.13 RT >- 0 SCALE: 1 =10 (H) •� A- 90°02'44" SW PEACE AVENUE Q Q SCALE: 1"=10' (H) / O.p, .' PT = Cl. Q R= 55.00 / / I_la' T= 54.96 14+33.93, 19.13' RT N 0 1 / Op, I. L = 86.35 SW PEACE AVENUE �� ° TC: 322.73 / D' 1 0 TC:323.07 PT / / 2r� G: 322.23 5/0 ♦1 CNJ / i / . G: 322.57 , N �� I CURB RETURN DATA 0 0 0 - - - � I / TC:321.91 1/2 A / � i .�♦� �= / -W I G: 321.41 /I - - I/4i44i / CURVE DATA STATION `° ♦ > � xo / /,.t •,,/ 0 13+46.53, 14.00' LT •a z o �� .�`. SW PEACE AVENUE c = 3 1; "' N ♦ ♦♦ J �\ TC: 321.53 �.♦��. �� / 0= 90°02'44" PT = a 3 a, L o a ♦ TC:316.55 CO TC: 316.55 TC:321.06 1/4 0 `.D\, G: 321.03 4�`♦,,♦. TC:321.89/3/4 R- 57.00 L cu ° S: 316.26 I ♦ ♦ I S: 316.26 , TC: 320.94 ` '♦. G: 321.39 ♦ G:316:05 G: 316.05 1 G: 320.56 �;`♦ / T- 56.95 14+58.00, 14.00' LT °C a = S: 316.33 I . . 5 S: 316.33 A \ G: 320.88 . a/ '4 // L = 89.49 SW PEACE AVENUE TC: 320.79 0 TC: 320.38 ,♦ m PC G: 320.29 1/2 G: 320.32 70 ��.•/ S: 321.46 / 21 1.5/o \.,i 0 1.5/° L / 0� / 1 TC:315.83 TC: 315.83 34 ° S: 321.53 , ` < o 0 0 0 0 TC: 320.26 / co �I o I I Q 13+50 P G: 320.20 / �o o� O �o o� �, - c 7 / I / Cl) ° °w Z cij T I • • • • � M I - PGP`. TC: 320.63 So /. Q O r , S: 314.68 S: 314.73 0.50% 9\ V G'320.13 � �Ov�o \ /pW Q H �/ 21Z � � � � r S: 314.73 S: 314.68 /LO 1.0% )k = wwwoC rol 1.0°0/ 1.0°0/ TC: 315.09 TC: 315.09 1.0°0/ Cd �'I `�- ., Z O o G: 314.59 G: 314.59 TC: 319.78 �� Q W w m W co o o o 0 0 o TC: 319.96 3 ° \ o o 0 o O �' TC:320.85 :1,' a 2 W p Zo o ol <n G: 319.28 ` TRANSITION TO = �I T r a r , j I ° G: 319.46 . BC: 320.85 N0/ mpS: 314.61 TC: 314.45 TC: 314.45 S: 314.61 ,� • ,` FULL HEIGHT CURB ,�� • 0 N W J ei 6.8% •o� G: 313.95 G: 313.95 6.8% 1.0% - - _ �� '�� SW p > W 1 0 f- irim�. . / ♦\ �'i; TC:321.34 \ cvQILwui I . 1 'S S: 314.56 S: 314.56 ♦��. S: 320.70 4 �� BC: 321.01 STARLYN 0 0 = ZS: 314.50 1 0/ S: 314.45 S: 314.33 r �- co •��. �� `�� - CC M Gn O n1.0% � S: 314.38 ♦, ♦ �•�'.♦ ♦�,� �r0��✓,�\ `ST W Z°' �� - - - I� ,�o,4 N • SW STARLYN LN TRACT E w o TRACT A g � � ��..�♦♦♦'•��S: 320.78 . �� `��.� TRACT E ~ I- Q Q Q � PRIVATE Q = z U ,, NI 1 I N TRACT A �♦♦♦♦♦♦♦♦♦♦♦♦♦♦/, ♦♦♦.�•• •� \ / \ f`♦♦♦� (PRIVATE STREET) STREET) ii 1- O W COMMUNITY r j ............... �.- T •0 0 COMMUNITY , �_ .♦♦♦ TC:327.61 S: 328.40 Q I- 1 co TRAIL S: 314.32 T �, o S: 314.27 - - \ '♦♦♦ 16 \ I .� T S: 314.15 0 1 S: 314.20 TRAIL 1/4 0 TC: 320.34 i - - - (� 5.0' \ 1.0% �. PC TC: 319.93 G: 319.84 \ •'•♦♦♦♦'�♦.� o ~ z 1� MirkijiallitlilG: 319.43 I \� \� � •`•••♦♦♦♦♦ ♦ fgr 3.7% Tj� cc (n O c 27 26 25 I \24 - - - - - ,(- - - -S: 327.70_ I- - - S: 328.31_ - 0 -- 0 CL G TAX LOT 600 2S117A I - Project DOCUMENT NO.2000 031295 - - - - - - DARBY RIDGE I co o TRACT E PRIVATE STREET & SW 150TH AVE No. r STREET TRANSITION & EYEBROW PLAN (CURB RETURNS No. 3 & 4) 141-037 PEDESTRIAN CONNECTION DETAIL Type f) ENGINEERING TRAIL CROSSING DETAIL & TRACT E DRIVEWAY DETAIL SCALE: 1"=10' (H> o I SCALE: 1"=10' (H) SCALE: 1"=10' (H) Sheet co 4.1 STORM SEWER NOTES LEGEND a L Q UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" PROPOSED EASEMENT LINE = Q co PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. 0 Q I N LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE - PROPOSED CENTERLINE ry w ,; LL Lc' WITH MANUFACTURED TEES. - - E I PROPOSED RIGHT-OF-WAY r� J V Q I � ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE - - PROPOSED LOT LINE • O ± ,, COLOR CODED WHITE. - - BOUNDARY LINE Z Z o rr�� W 0 U BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE PROPOSED SIDEWALK/DRIVEWAY V = I 0. GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, BY HOME BUILDER N Z NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE PROPOSED SIDEWALK WITH PUBLIC II NOTED. i FACILITY INFRASTRUCTURE PERMIT W z 0 a THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION PROPOSED PAVEMENT '' 3 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. / N a co PROPOSED STANDARD CURB & GUTTER W z 0 O0 M PROPOSED STANDARD CURB W a o PROPOSED LOCK+LOAD RETAINING WALL , Z w J a w PUBLIC CATCH BASIN DATA I I I I I _L I I I I I PROPOSED ULTRABLOCK RETAINING WALL O 5 fyi- O TAG TYPE STATION TC ELEV IE OUT SLOPE PIPE FRONTAGE FENCE W/COLUMNS a g a 8+73.25 PROPOSED STORM LINE & MANHOLE 08D243C CG-30 11 .50' LT 313.51 308.76 0.1002 4.08 LF PROPOSED SANITARY LINE & MANHOLE ,n BLUEWATER 10 PVC C900 N PROPOSED WATER LINE AND VALVE I 8+73.25 10.34 LF PROPOSED 1" WATER SERVICE & METER 0._ �� M08D245C CG-30 11 .50' RT 313.51 308.77 0.0445 c� e. S'0 cv BLUEWATER 10" PVC C900 O PROPOSED STREET LIGHT tc,�w Z o (SEE LIGHTING PLANS) Z o8 6 � w y 2 rn 0 - O ICC ,, . , , , w 1 /E / miwvr / iv 1 /y" RIVER TERRAC CROSSING " I W r I UNDER J� w��,`' x i - -1 I SEPARATE 1i Q 34 33 32 31 30 29 28 27 26 25 24 23 22 I I I I I I I 4 PERMIT WITH > 0 II 1 U) W IT I I I I I I I WASHINGTON • I Ex. AC TRAIL/ x D ,y I I I I I I I I I I I COUNTY I MAINTENANCE I m I \ . . . - - - - -t 1 t - - - r I--- x LOT 19 J 4 ACCESS 08D245C T ®11 l J 11 I �• E� 0+25 1 SO SDLN-00 �MIi%'1T ��,./ a:�.� S �� TRACTM I 1 XSD " XSD I COMMUINITYTR IL q 6 I I I I TRACT A I �� I � 8+50 9+00 00 11+00 12+00 COMMUNITY TRAIL 13+00 14+00 _ 15+00- - I--- _ 40;4 6 .i.$ ■ E ■ ■ ■ • \ •■ ■ El . ... AV v 08D243C - - - - - - - - - v `r `� �j'4 - - -08D242 TAX LOT 600-2S117A ,1, cf 1 N o - "AUTUMN VIEW " 08D244 DOCUMENT NO.2000-031295 (----ci SCALE Xx0/ x x I 08D234 TRACT A TRAIL TRACT B TRAIL SDLN-00 PLAN30 0 15 30 1 / / I I TRACT 8 J SCALE: 1"=30' (H) \\.........j m =- - 1 W 1 INCH = 30FEET I x �+-/ o x I Q 'I/ CC LPL 330 l 330 330 330 r CLASS 'B' BACKFILL ' I PVI STA = 15+42.88 > CO CC PVI ELEV = 321.67 Q a cc IC A.D. = -8.46% _ W w K = 1.18 � o 0 0 CC II LVC = 10.00' co zU - H H rs `o. Oil Ce Z Q Q in - H I- v) mW QW rM U)CC � r ~ J z HJ HJ _ co a0N II II W � � N 0 325 zOm - 325 325 OQ00 ar0 co � � cv w, zo+o � 325 OLu W ri U � � 0 , , PVI STA = 10+29.54 in co > > OQQW OI O LLI PVI STA = 9+70.50 moor moo PVI ELEV = 314.34 Uw > 1 dd U � � w V Z > 0 PVIELEV = 314.43 wooLO wooer A.D. = -8.50% 00/ Cr J Cp oC A.D. = -7.94% HOLUco z0L0c'0 K = 1.18 Mww CC 0 < U, K = 1 .26 o + c� - o + c LVC = 14.00' e c Q LVC = 10.00' UQQw UQQw ' I II ~ N ~ 320 I U � � w_, 320 320 U c~n c~i� w // I i 320 N No 0 M in co IC) 1- / N N N N ' ' ' Door r � + O + 0 // ate•+ ate•+ 2 Ii PROPOSED GRADE D COo c cp II o o @ TRAIL CENTERLINE I r II N N InN oc Lo r _ Qw > �_ (fl � + � (nW FJ _OC9corI + rn 5 5 » U W O PVI STA = 11 +00.00 / m q 00 0www CLCL > -IUw PVIELEV = 309.05 // › a; 315 0 o 0-W ° 315 315 1 .00%m w w W A.D. = 2.40% /( 315 _a o.a Z v co cdo ,� Doi y r e K = 4.17 c c 3 v `n ,• 0+ LVC = 1 .00' p�O°l° /// a°,'D CU o L L MI �: CD Nill _ e II OO 0 0 CC a = > 31 .26 LF Q °I° tri 1- 0 / 30" EXIST. H w MCP �� CD Cn O o PVI STA = 11 +75.00 PVI STA = 13+25.00 / STRM SEWER -- .Soo o O o PVI STA = 12+40.00 co PVI ELEV = 305.42 // m'PVI ELEV = 305.22 o r co A.D. = 6.46% S=0.0093 d a EXISTING GRADE + Co A.D. = 4.10% _ K = 1.55 / = 304.58 @ TRAIL CENTERLINE \ O w U w K = 2.44 A.DK.- 5 00 2.00% LVC = 1 .00' // 310 I I - " - _ 310 310 LVC = 1 .00' Q - _ - w w LVC• = 1 Q.00' o // 310 I - - - - - _ _ ` I o �� O o0 LIT) _ -- -N- ' ` 0000 000oco // co 2wZ N cv -----I I \ � \ � � NIjo - 0 OO NOMO1 / V Qcc O0 in + Oro / / Z T 63.41 LF y r M ,, PROPOSED 8"SAN SEWER cc CCC m_ w30" EXIST. Tiro - c� - ,Sr0° .. - o STRMSEWER I I 95.22LF - JU > NMNco 4 N S=0.0087 I L.__-- 16" PVC C905 SEE SDLN-TO PROFILE m w > w r• > T > m w w w > < W W m O oO - ---, I STRM SEWER PROPOSED GRADE w: U W U W - S=0.0103 @TRAIL CENTERLINE > w > w / W Z 305 I 305 305 \ -1.00% • CO w w w 1.00% // 305 o W W w W EXISTING GRADE E4.e- c� Q LL W 10"TEE CONNECTION / 0 0 @ TRAIL CENTERLINE / O = Z T016" LINE / CC OCAQE cn � / O O Z o to o \ / W U Z In 0 \ � / U HQQQ co u- \ vi \� W 0 0 m o - � - � ea 300 o - o) rn 300 300 \ - - - _ - - 300 0 C O 0 coJ r o - a) O r r 00 I- O 0 O O co 0 1- eor co0 ` � / / co 0 a) (0 Oi co C co � o 9 r 0 N 9 o 0 0 - - � Z .5 T Z 0 0 II W O Z O II O Z o co C II _1 000 J 00 Oo II II � D0011 N0 p II I W_ 4 � 4 •, 6 ^ - rWZoiOO � rWO �I0 ^ - ZA0 Project + - D R B RIDGE + H E. 00 NO 6 � ONONO C7 NOOU � IIMM5 NrZO II � D Nr0 j II �7- D No. O J OQ � 02ZZ0 OQ02z0 OQ < CnZZO 141-037 r O W + _ - O + _ CO + - - 295 Type 295 oc� � ooCWww o (� � ooCww ombrm - W W 295 295 f) 8+50 9+00 10+00 10+25 9+75 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 ENGINEERING U .o Sheet f=lL TRACT B TRAIL / SDLN-00 PROFILE TRACT A TRAIL PROFILE CS0 coSCALE: 1"=30' (H), 1"=3' (V) SCALE: 1"=30' (H), 1"=3' (V) I■ JI o I I ■ m < II I I I L EX. AC TRAIL/ ■ H \ / MAINTENANCE DCESS LEGEND aL'A1 I 1 1 I 2 I 3 I 4 I 5 I 6 I 7 _ I■ U 2 08D252C I I I 08D265C I I I w . Q D I I o TRACTK " RIVER TERRACE CROSSING " - PROPOSED EASEMENT LINE = Q 08D249 I I I 0 I) I °'- 08D246 - - - I I I - PROPOSED CENTERLINE �Ny Q j M EX TC:339.13 LL L °' DOCUMENT NO.2000 031295 I■ O x - - PROPOSED RIGHT-OF-WAY J ca O � �, . EX G:338.68 0 0 - a o TAX LOT 600-2S117A ►::\S",i!i!►!�!� !�!iA �!i!i!i? ! i!i!i?i!i� !i!i!i!i!i!i�i!i!i� i!i!w!i!i!i!i!i!i!i ! i!i?i �i!i?i!i?i?i� N®®�i! l- - - PROPOSED L T L I N E J 1 -� � ; STA:11+98.54J ,, /i��i�i�i i��:!i, "�iFi�i i i�i�. �'► �i i i i�7 .� i`. . 0.-ii�i�i� i�i�i�i�� i��i' 4-� - OFF:14.04'LT O � 0 a 1 .c= �. - wMr •,, BOUNDARY LINEZ • q 8+1508D243C rr k+ 10+00`r 11+C0 Mil - - - - - - - - - PROPOSED SIDEWALK/DRIVEWAY n ( o N I 0. • BY HOME BUILDER I I ' II . 2 €r3 no ? _ 0 - �� l 4ta 0 a. - n t1 i PROPOSED SIDEWALK WITH PUBLIC W • Z lit o: .. SDLN-01 :: s� 08D244 '�® W "Lis,- , - �® i 4 �� U� �L,,�iriv�iv�i�►j ,�� _ ,��.�.�.�.�.� .� � �0)."--- � s Xss 13+Of ss XSS 14+00 FACILITY INFRASTRUCTURE PERMIT z 0 d 08D245C I �� 0 1H_�e---441:�_�_�_�_�_�_�!�-►�♦�♦��os- o �� D- X D - - - - z 0 ,`. �`�►� ♦� �� v ► ��„�� iiiii .��►:��0� • c Xss - I I I J II - r - - . Q ��►" !�i!2!__4___s_,.►!i!i!�!i___._�!�!�__ �!!i!i2-_-4.!_,.?'..i it.'" 1 014 XW � X D x SD PROPOSED PAVEMENT �y w W 3 J 4,. w' ► - - - _ !� ��mai v Xw ^^ SW BLUEWATER TERR LL N N IN Q H 08D251 C \ Q : , , . ,■ �/ I08D253C V\ 0 PROPOSED STANDARD CURB & GUTTER W • Z o n 08D247 : r 08D230 - - - - - - - PROPOSED STANDARD CURB Z J a (■U Z 34 ®•4* I 08D248 EX TC:340.70 W i Lu ,■ < I � I 11 I 10 I 9 I 8 1 X EXG:340.20 LOT HITWO PROPOSED LOCK+LOAD RETAINING WALL 0 11 w h co cn STA:12+11.08 nn 0 i■ I :�..0_ Q I OFF:13.97'RT ST n > 0 0; I I �� I I I I 1 PROPOSED ULTRABLOCK RETAINING WALL ,■ U - - - - i SCALEI SW BLUEWATER TERRACE / SDLN-01 PLAN 30 0 15 30 PROPOSED STORM LINE & MANHOLE N ® PROPOSED SANITARY LINE & MANHOLE I SCALE: 1"=30' (H) \ 1 INCH = 30 FEETt... 350 \ 350 370 370 `��\\\ ® PROPOSED WATER LINE AND VALVE �� SO N kli CLASS 'B' BACKFILL 2 o rn m PROPOSED 1" WATER SERVICE & METER Z a til zo _ W + cO _ r w co C� > N M M p O PVI STA = 1 1 +72.50 O r II ai o 0-. PROPOSED STREET LIGHT �rn PVI ELEV = 336.78 M II w (SEE LIGHTING PLANS) J, ' ' \ el A.D. = -3.25% 2 15 J 4 M �4 . W�� K = 19.99 cnw T II 0 LVC = 65.00' OZ > 5 w O II > Q 345 �I w a a 345 365 - owwC i • o r- w 365 H STORM NOTES 0 o w 0 4 co 0_ o_ o rn Q 00 co CO II II ' /� CONSTRUCT OPEN INSIDE DROP MANHOLE PER N �± co w I- r0 �c\I < w oo \ / CWS DWG. NO 080 cc U w J z + (,� cn w �A� I-w W w Io\o i O O II a s > > c). .•. H (/) u) r• �C\I < J 340 Q Q w r% i°1 340 360 c060 COv� w olo w /cb.• I I `° + 10 co c") a 5,'\'\ II _I WWO Li II zci LDowzcoa II , Jr (o PUBLIC CATCH BASIN DATA 0 o I I I J Q � � u) w � o\o L1J w 0 cp o ° / I' U H co II 5 5 TAG TYPE STATION TC ELEV IE OUT SLOPE PIPE V J I 1 u) 00 Op � / I � u w o o PVI STA = 10+82..0 � � T I o � > , 8+73.254.08 LF 335 ~- ± r PVI ELEV = 325.=1 T CO // I I I M co u) W 010 Lim 08D243C CG-30 1 1 .50' LT 313.51 308.76 0.1002 10" PVC C900 Ce 0 _1 ,- T A.D. = 8.35% 335 355 M > >�p3 355 BLUEWATER Cd O > K = 13.77 Uw m TI2 r II as W Q Q w > J + II 8+73.25 10.34 LF a cc C.) coccow LVC = 115.00' ww r co rc� Q w 08D245C CG-30 11 .50' RT 313.51 308.77 0.0445 II N w o10 BLUEWATER 10 PVC C900 • m W• w U � HJ 00 9+01 .11 11 .17LF I- Z w EXISTING GRADE rII o10 08D251C CG-30 13.17' RT BLUEWATER 315.77 310.60 0.1727 J 10 PVC D-3034z ; HJ C' 9+01 .11 w330v330 350 ao �co 0II ll 35013.17 15.17LF W Cuw ,� + 4 a a ,�� 08D252C CG-30 BLUEWATER LT 315.86 311 .67 0.1984 0 cL O P 'OPOSEDGRADE IIo0cnH @STR ETCENTERLINEw co < J0 10" PVC C90018.•3LFrII w c 10+40.31 20.01 LFm Z >24" EXIST. + M > > > o0 08D253C CG-30 15.48' RT 323.54 318.38 0.0625 o � PVISTA = 9+ 0.00 / LJ Qw asH `nOco PVIELEV3 8.80 oN / ST•'MSEWER r II H w Q� BLUEWATER 10" PVC D-30340 z + �j S=:.0701 II > 10+25.54 NN+ o c� A.K _ 0.0S % / Ow 08D265C CG30 15.38' LT 322.71 318.71 0.1393 • UQQw K = 20.0: 0co oho r 17.37 LF U w LVC = 70.:0 T / + 7 5 e Qy BLUEWATER 10" PVC C900 0 0 0 325 ; -I , Q� 'F 325 345 n c0 a a co 345 N N N p r m W Q Q ' 11 ON O M PV \P`�i s, II > • c3. w r N / cbv �� I- J r c2a c2a Ca w E J �' 0) > e°�� °I° @ STREE EXISTINGCENTERLINE STORM LATERAL DATA � H Uw ° ° � ± M I > J ��JO '° QP �5� m o r, ,,W CO ww �Q3 4/ DIST. Q W _A 1 4' ., LOT D.S. FROM INV. EL. @ INV. EL. DEPTH > • �; 320 a m W o % ' JG �(, LENGTH SLOPE •D ,. z° - 6 o e /°5 320 340 340 NO. M.H. D.S. MAINLINE @PLUG @PLUG C = 3 v �, o (NI CO Pligirr\l; c,°Q M.H. .. c 'L L Q�iQ) L Q, L O Q) Ip oo c+o 1- J / CQ 1 08D244 13.9' 39.1' 309.06 309.90 0.0216 4.44' o 0 oC a = > Iom > m w O// VI '�N 2 08D246 50.7' 39.2' 310.22 311 .10 0.0225 8.37' >. CO HJ h ��' �� 3 08D247 0.0' 37.0' 312.17 316.18 0.1084 4.75' II cA W ' IQ' G' Qnj 2 HJ as QQ I Ad �2 Q` /Q� A 4 080248 4.0' 37.0' 316.78 318.17 0.0375 4.93' Q 315 - 5 y 315 335 - 335 co > > r� 5 080248 39.6' 37.0 319.68 320.43 0.0200 4.84 ° ° p o 0 0 v.dZ N Ia 0. 6 08D248 77.6' 37.0' 322.78 323.80 0.0274 4.81' 0 Q O Z I • • w .< ao r ;� 7 08D248 115.6' 37.0' 325.88 328.10 0.0600 4.90' z pc W > Q Lo o P'OPOSED ULTRABLOCK ' I 4 8 08D249 0.0' 34.1' 327.58 330.16 0.0758 4.90' cc cc m U) Z (A cc > Q 1 W O Z p WALL 0 BE REMOVED AT THE 1 i I 9 08D248 89.5' 33.0' 323.75 324.97 0.0370 4.90' oc C H m 71- TIM: OF STREET EXTENSION ' 7 I 0 N W w 330 10 08D248 49.5 33.0' 320.49 321.22 0.0222 4.81' N > L W CD 310 1 �/ III 310 330 _ 1 I I 11 08D248 18.5' 33.0' 317.96 318.96 0.0302 4.90' 0 = Z ' illiill g3.89 LF CC � Gn 12 PVC 9-3p34 O � tri ' S;WER 34 08D244 18.2' 33.0' 309.12 309.80 0.0207 2.99' 0 0 Z °w co U ' ST SMO•:159 a _ U H Q Q Q 0III W Qom N- I 23.12" PVC D-3034 o 77 LFSTORM SEWER NOTES ° ° STRM SEWER 0 UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" o r S=0.0143 PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. �' 305 Ligil/ co z CO , o pC p 305 325 325 LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE O c0 CC O , Lr) - cc O d7 O CO O r r c 0 ' 00 o o o OD (D r o W rn o o N T o rn o r r co La o• 0 o co�r WITH MANUFACTURED TEES. z C N _ 9 o COMcv O 00O o "' a r N N "' T c0 r "o r c° ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE w ccJtoO II .,cc JrcO � cO II lrJpOMM II LoCC COJI' II O II c0CJON II 6 coo w 0 r II •• T w O N II II II 0) - w 0 rn II II II u) o v? w 0 r II �, II 00 o w 0 o coeij COLOR CODED WHITE. Project 't H u) w = • H u) H (n co cn H Q) W P 4 N H u) II , i rQ mzu) b i ' Q � 5wZ (�I i u NZw^ C\I I c\ Q NZZ5 N , in < co ,-. cv DARBYRIDGE N r O c NN o = • O r c.3 o o N = N CO r3. CO N CO = co + o cO N o O = rn + r` co W . BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE o 000• w o II H rn w r II H + w C• II i i H o w N II H r w o• II H GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, No. 1 N .. O (7 N .. r� 3 N .. c0 N - D 0 Q J p Z Z O • Q J N 2 Z Z Z O 0 Q J p 2 Z Z Z 0 0 Q J 2 Z Z Z 0 0 Q J N 2 Z 0 NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE 141-037 °0Hm + - ww w " Hm + - www w c0Hm + - www w 00Hm + - www w 00Hm + - w w NOTED. Type 300 o(n .. roC _ - - : 6 - _ _ - ocn .. NOC _ _ - - o(n .. NOC _ _ - - o(n .. c� oC _ _ 300 320 - 320 Yp 8+00 9+00 10+00 11 +001 0 12+20 12+20 13+00 14+00 14+75 2+ 04+ 4+75 ENGINEERING mTHE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION,c & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Sheet SW BLUEWATER TERRACE / SDLN-01 PROFILE SW BLUEWATER TERRACE (CONT.) PROFILE co SCALE: 1"=30' (H), 1"=3' (V) SCALE: 1"=30' (H), 1"=3' (V) C5.1 M�IATCHLINE �� :`■.. ,irr 1 1 I O.i F I �I �� EX. DRIVEWAY I n W Ai Oi�i� ii� 08D259 I * t� EX TC:340.30 LL W ' Q �•i�i� �•i�i� 08D247 I �•-� . . . . m EX G:339.86 ►•,�•i �!�� III - 08D255 16 © z ' STA:15+9374ZD 20 1"ii) 16 OWQ��i; OFF:13. WWJ11 I 12 �� 0 4 I 4 : �'p -- Ill. :Ill . I 08D256 08D258 / / 08D264 C _ _ �Ny I a m ■,;®�itio I ��! �� 08D257 y��. . �011®�� Ln z W 0 z D g Lc-1 Frr3 ■� ■. �� - - - - - - or , - zeoisicv:\e„.05.47.r.s..:Lrol:674:1 _■I IIee - - \ ., /,,�4:-.4pEp,CE UOQ o a■AIDr �Mir-"� ��jii � ii' W �� - � 0 SW _ �\ W Z z Z 0 ..� :::� ..� U ii. 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' 1 l+ CC • •!111' 11 11� • • ",, 01 , U /� ••••• ►••/ ••�►•••►_,_ w i ♦♦ ♦� ►__A t__ ••A,_ ® / ` ` ® �® /_ ®••► ♦•••��/ ®GI♦ G hilii�►A1�1�_I�S.�1�I,A-1i,1 '�1�1`i1�11:.�4� A1.1�e w 2 .��e��I®�®e►_��_��_��Oi�®i�®��®��i�®`��.�� .OiO®��®��® �iI®®®� ��®®�� ►� - ��►�.�w�.®®®®®� . �'VT STRE' T ' � c'<ii I I EX G:340.53 �, �o IERrA0, �71; ' - - - - ii - - - � - - - - - - - - - - \ � '`, • �l !i - - - - - - - - - I I STA:15+94.98 W 2 ®-1 � lt - 08D260 I I IOFF:13.79RT W �; ' // 08D270C 08D263C \ _ - - TRACT I LEGEND z �; l ► I I 0 19 18 17 x 1 I Z � < ± :CO34 I 33 I 32 I 31 I 30 I 29 I 28 I 27 I 26 I 25 24I I \ o I II z �� I I I I PROPOSED EASEMENT LINE O z z u, 1 re PROPOSED CENTERLINE I LL > 0 SCALE e - - PROPOSED RIGHT-OF-WAY U 1) SW PEACE AVENUE / SDLN-02 PLAN 30 _ _ �5 30 - - PROPOSED LOT LINE SCALE: 1"=30' (H) - - - _ _ `o ,w.,.....j 1 INCH = 30 FEET BOUNDARY LINE N 350 350 co PROPOSED SIDEWALK/DRIVEWAY li: M w o BY HOME BUILDER \ SO N kili CLASS 'B1 BACKFILL w 0 PROPOSED SIDEWALK WITH PUBLIC �� , _ > co FACILITY INFRASTRUCTURE PERMIT Z O r II c9 O 8 O II > PROPOSED PAVEMENT � �,,�°' Q PVI STA = 15+67.50 J ‘f el PVI ELEV = 337.27 0 N w �J4 Vd\� o A.D. = -2.69% Z 5 PROPOSED STANDARD CURB & GUTTER Q K = 20.46 345 LVC = 55.00' 345 0 PROPOSED STANDARD CURB _ 0o o PROPOSED WEDGE CURB + . W PROPOSED STORM LINE & MANHOLE LOW PT STA = 1$+46.85 Lo coI CC J LOW PT ELEV = 319.78 �j w O w I 0 PROPOSED SANITARY LINE & MANHOLE PVI STA = 14+40.00 w w-I U_ W 0 PVI ELEV = 319.30 0\o C1) 0 CC ® PROPOSED WATER LINE AND VALVE A.D. = 14.59% O EL 340 K = 13.7' LVC = 200.00' �� 340 Ln z W U ® PROPOSED 1" WATER SERVICE & METER -.1 _ O_ cc II Q % PROPOSED HYDRANT N ri Iw < H o o a I i W z Lij U PROPOSED STREET LIGHT Oi w W q rn r ��/ = z (SEE LIGHTING PLANS) Q Q 0 co + co �� -1 ' U) -- W Z •crw r � / IWc Q 335 m o_ 0 w- m LT_ // 335 U co PUBLIC CATCH BASIN DATA N QI� � ww / W TAG TYPE STATION TC ELEV IE OUT SLOPE PIPE p 0) oo 'i / Z U.I. cc o o 0 1 / 13+44.75 15.52 LF W Z 0 0 . / 08D263C CG-30 1T 319.91 314.92 0.0780 , PEACE 10" PVC D-3034 > ooco r r / 14+59.75 17.77 LF 0 J Q Q J 08D264C CG-30 15.38' LT 324.38 320.63 0.1594 Ucn � w / 10" PVC C900 W 0 330 / 330 PEACE aLu // I 12+66.02 13.38 LF W O 08D270C CG-30 15.38' RT 320.18 315.31 0.1645 10" PVC 0-3034 Z / PEACE m Q 5/ l >_Q 0 oO , N CL o 1 o N 7co4 ---, STORM LATERAL DATA 325o m325PROPOSED GRADELOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH N N N J @STREE-CENTERLINE o a0 / �CQ� NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @ PLUG LL v v v u) w fC fC fC W 0) / 3i` • 16.1 080255 24.0' 36.6' 313.67 315.40 0.0473 4.40' c IM IM °C a CL EXISTING GRADE co r Oro /•. J@STREETCENTERLINE M O U w /// ,.(Z A16.2 08D257 0.0' 54.6' 316.50 313.71 0.0511 5.00mo_ _ _ -0.50% o w • / 16.3 OSD260 0.0' 51 .0' 319.30 318.54 0.0149 6.00' 320 I - - - - - 1 _r // 320 17 08D261 0.0' 46.8' 326.66 330.31 0.0782 6.09' ° a; I I_ Z v is \ \ / 18 08D260 58.0' 48.0' 323.03 325.66 0.0548 6.09' •°�'D Crlj o 4 N \ \ L L 19 080260 20.6' 46.6' 319.24 321 .37 0.0457 5.91'L----- °C a = 20 08D259 26.5' 51 .6' 315.74 318.21 0.0480 5.98' PROPOSED 8"WATER \ m \ - - 1_ �1 I• I / ► 21 08D259 0.0' 54.3' 313.07 316.62 0.0653 6.02' / \ /- Jiliiiii O� 25 08D258 5.0' 49.7' 309.08 310.10 0.0204 10.87' N e 2� • Q315 7 J �1;0 'ZP - 315 26 08D257 13.0' 45.8' 309.29 310.25 0.0211 9.92' 0 N �0L30 4 Z / O 49• 3 0 _/ 12„ PVC D 3034- 27 08D256 67.5' 44.9' 309.44 310.40 0.0214 9.73' C� O Q 126 1- 15'T P DER 38.54 LF _ SEvVER z W a N r STRM Sp24A _ 5" PVC D-3034 STRM SEWER S=0.0048 71 .08 LF gTRMO 0,i35 28 08D256 34.5' 46.8' 309.57 310.55 0.0209 9.77' cc W > N S=0 174.01 LF 42.05 LF 15" PVC D-3034 5" PVC D-3034 S = W W oC _ 15" PVC D-3034- STRM SEWER STRMN W Z m O \ Z o - STRM SEWER SEWER 29 08D255 37.0' 49.1' 309.75 310.80 0.0213 9.76' � � W � Z o S=0.0058 S=0.0078 a Q = W Q W 30 080254 169.1' 47.1' 312.92 313.90 0.0208 6.82' C m 4 PROPOSED 8"SAN SEWER S=0.00480 cp 310 ' - - 310 31 080254 133.0' 46.3' 310.27 311 .25 0.0211 9.68' o > W W EN cVaLLW - 32 080254 92.5' 45.6' 310.44 311 .40 0.0211 9.70' CC M cn _ 4 N 33 08D254 53.0' 47.3' 310.65 311.65 0.0212 9.69' O .o Z W p U Q4ma c0 1 °� STORM NOTES STORM SEWER NOTES 0 0 \ / / o S O O S D 0 CONSTRUCT OPEN INSIDE DROP MANHOLE UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" o c 305 Z co co N T H L Z COo 305 O PER CWS DWG. NO 080 PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. co L - o o 10 CO r cC T - LO 4 N. ,n N LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE N Z O N O co N 0 o N 0 r o N O r r b N 0 '-oi o N cco r r co 0 c\l N M Z a) N 0) COo N N N• •� r rn N N co /� WITH MANUFACTURED TEES. W o r r 0 0 C� w o o r co r o r N 8 LATERAL INSTALLED FROM MANHOLE TO z a_ i- , Np Ch (Ni 9 r co N 9 NNco N ('� (`jC'9 N 9 j1Mco (0 9 1- co a- O 9 err II r 9 N 'C) rM N C`') c O cp Z co M N II cp Z II N 3 ) II c\ Z M c II , Z c- co r II Z (') II O Z r o Z r (� 3 N CLEANOUT. LATERAL CONNECTS TO ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE w o co -. rn rn II r II rn II r o II II II rSo II EXISTING 8" LINE FROM HOUSE AT rn oo o? p o) u II II - co - p r II o0 0? D co II bo D o u II o O r u ^ u ao r` 0 rn „ bo 0 c� II ,� ao 0 ao II bo 's? 0 N COLOR CODED WHITE. Project r cn o rn cn T ,� co w o „^ _ c l w ^ - N W • ^w = I' CO cn w = 'I CO cn •• - w II I' N (,• ^> ">>'r' I' CO cn (,• II r- CLEANOUT LOCATION. , , 0 N Z w S (V 1 N W Cn , N N W Z L0 1 O ♦� ?Si' W (n Cn 1 CO } r W (A w r0 1 N M T Z I '- '^ N Z (A N 1 Cn '^ N Z Z > N , M ^ C7 ^ T DARBY RIDGE r + �� - - > T + -1 T + - N - T + - W - 1- + �� V Z f + ^ W T + ^ W W T + W Z co N. W O co N Cn = W O co co -- Loin W CO Cn N -- O W co LO O -- r W c� O = o N , - O W CO N N = O W co N O = i- + w P co l.0 -- BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE O 4 o U O II .r-.T- i_ IS) r r L() N r L0 N r r r (� 00 coM coM r L{) L{) N No. (NI .. o N .. aiN .. ri N .. �ci N .. U li N r U II N r U II j N r U •T II j N r U II j GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, U II -- r U I I --1- r U I I ---- r pQW oZZZp OQW � ? Q OQW cv2ZZp pQW (o2Zp pQW co2ZZZp OQW r2 ? O pQW r2ZZZp pQW co2ZZZp OQW � 2 ? O 141-037 co + - co 1 + - co + - co 1 + _ ao + _ ao + _ o + _ co + _ co + _ NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE 300 olcoaTEcwwww ou� arocww ocoaMFrwww ocoacoFcwww 8Na4Ewwww Ocna4Ew- w o � a ,� Ewwww o1- a � - wwwlw o rn l- acoo� ww 300 NOTED. Type 8 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 ENGINEERING ,c THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION Sheet o SW PEACE AVENUE / SDLN-02 PROFILE I & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.1 C5.2 co SCALE: 1"=30' (H), 1"=3' (V) I x LEGEND 0 I I a Q x 0 �� PROPOSED EASEMENT LINE Q co I-I RIVER TERRACE CROSSING O Q zN III WI x� 0 � — PROPOSED CENTERLINE ry U j �., LL Q Do• Iio I (n �� — — PROPOSED RIGHT-OF-WAY r� � co � u) PROPOSED LOT LINE V _. O a ,, z LOT 73 - - Z • z Z 0 z ��. = BOUNDARY LINE r� 0 N O J p PROPOSED SIDEWALK/DRIVEWAY v = I 0. _ _ �' _ _ _ _ _ _ _ _ BY HOME BUILDER n Z 0 U O _ PROPOSED SIDEWALK WITH PUBLIC uW, ' Z p — > FACILITY INFRASTRUCTURE PERMIT O z 0 a w Q w )�J 16+00 SW PEACE AVE 17 Pi 18+00 19+00 J W I — I — I — —I — — PROPOSED PAVEMENT �y w = zQ � ED O L 1 co WL z o4 W Z W XW XW xw xw x XW XW XW XW—� PROPOSED STANDARD CURB & GUTTER W : Z M co 0 W O 0 PROPOSED LOCK+LOAD RETAINING WALL I Z J a 0 X I O z TRA TI LOT 0 I I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL 1'" > 0 a g a I- 1 1 PROPOSED STORM LINE & MANHOLE SCALE —0 PROPOSED SANITARY LINE & MANHOLE SW PEACE AVENUE (CONT.) PLAN (------- 30 0 15 30 N _ N SCALE: 1"=30' (H) ® PROPOSED WATER LINE AND VALVE `Y� r� 1 INCH = 30 FEET \ ,l lc I ® PROPOSED 1" WATER SERVICE & METER �� Zz�p N o o PROPOSED STREET LIGHT z � w o � � c7 rn 380 380 c �°' �Q� c/ W o J Q 375 375 (0I N r N O 05 M T II __ co II > 1 . r o I- W370 : T 370 r � ZcoW - - co T CC II a 0_ CDD � II , V 01 jp ON WW 0 W QO T II C Z W 365 — z � _ cfl QW 365 W W. � � � co � � W �o\o > W W N M » N Q O Z co TII o_ o_ N W = O /I�/I� , U fw W o O i W U » �QH o � a Z J CL O (n r II N S 360 < J c 360CC1- I- W W 6 c° II o 0 CN 0 II , CN CV CV _ (A W al co 0 111 CD 1- QW 0_ 0_ N' C C C = + In I— —I ,• 355 — w W u 1: 355 II > d d A m o lf) Q W °\° , ± 7r > > Cb 'a v Z v ca co 0_ 11 N alAA c c 3 6 c� cn T II C ,.� .00 3 v cu N co > 1.1 ,,AGJ i c LO o GJ O I- J CC . 2 > - � (A W I\o 350 + > > 350 c � as ,�N• r II co II C I- W EXISTING GRADE < IC WI °�° @STREET CENTERLINE Q 0 Q J Sri CO O rN C � Q0Z N COc`' U T N O O ,_ 11 z wcc w > Q � 6 z cc II , N 345 Q W °° 345 c W W pC o i_ — W cW w ,\`.L�\ a Q W W m O o w Q 55N ce CC ~ W0 — w . Q 0 n w -J ww 0) I z W 1 '` W NaLLW U °\° 0 o = Z > WZQ cn �� CC � ° n CO W O 0 O W W z O in U 340 340 W Q Q m Q co u- 0 1.; N ca T_rnrn 0 V/ •C W 0 o C Z V/ c W rn Project 335 335 N 16+00 17+00 18+00 19+00 DARBY RIDGE co No. o r 141-037 • SW PEACE AVENUE (CONT.) PROFILE Type 0 SCALE: 1"=30' (H), 1"=3' (V) ENGINEERING gSeet m 5. ") r I I I I >:, - - - I .. > I ° 1 LEGEND I♦♦Q♦ . . 1 .sk :�♦�� I PROPOSED EASEMENT LINE 31 UCD ♦ Q I I I I 0 OI `"M ♦ . ' 12 13 14 15 LOT PROPOSED CENTERLINE N wDM aI I I I• - - PROPOSED RIGHT-OF-WAY " J o, - - - I ♦ .-0cn. I - - PROPOSED LOT LINE J ♦� t - - - - - -- - Q - - BOUNDARY LINE Z w Z 0 �: '/ I+ , 08D262 cc PROPOSED SIDEWALK/DRIVEWAY _ I a 30 ♦ir♦• _ 1 BY HOME BUILDER r/� o Lu _ •- •,. 1 100 1 79 V PROPOSED SIDEWALK WITH PUBLIC w ♦. • _ PRIVATE STREET _ �: I LOT76 Q FACILITY INFRASTRUCTURE PERMIT W z o ♦ SDLN=03 1 0 ¢ 0 ♦� ♦ 1 _ - - 2+0, 00 _ - �2+57_ �, cc PROPOSED PAVEMENT ry w W ♦♦ ♦ M x: W LL / N • 08D266C A I- W z 0 c 29 : i6 40 QI PROPOSED STANDARD CURB & GUTTERPROPOSED STANDARD CURB I cC PROPOSED WEDGE CURB_ n1 0 I. I 7 LOT75 PROPOSED LOCK+LOAD RETAINING WALL LL d ♦♦ EX. HOUSE ♦`4• I 4 '� I I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL 28 ;•$; LO TRACT C PRIVATE STREET / SDLN-03 PLAN PROPOSED STORM LINE & MANHOLE N SCALE: 1"=30' (H) PROPOSED SANITARY LINE & MANHOLE \� Z��`N N_ , �Q-W� p o ® PROPOSED WATER LINE AND VALVE ° o _ z r w co - () PROPOSED 1" WATER SERVICE & METER 2 rn o O 345 345 x.- Q- �P _ --0 . PROPOSED STREET LIGHT 124 14\\- ~ CLASS ' ' BACKFILL Q B > 1 O) co cii r 340 co T co 340 PVI STA = 10+80.00 PVI ELEV = 322.38 a II A.D. = 11 .00% /Qw K = 10.00 / I- Ij LLVC = 110.00' //I 1 0_ ° / / a / 335 // 335 I- W / H Lu. / W 6L oI I /co �Ao li oi • II > / + N < CL o + rNi � � / T � ��• W wx o Ow W rn � II > > EXISTING GRADE / > � 330 0,0 + N Q w a a o @STREET CENTERLINE / w w 330 PUBLIC CATCH BASIN DATA z • co oc� 1- _1 1.50/0 / I • r cnw - / - Q z o II j j c PROPOSED GRADE ,� TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE Ce J O Q w a a @ STREET CENTERLINE / a LLJ U1- II I- 1.50% /rnrn w 24 cLT > _ • V CA U O Q w _ o\o / SQUARE 10+27.87 N + cow a a �� / 08D266C NYLOPLAST 8.50' RT 320.30* -- 316.30 0.1893 5.50 LF Lo N co 0 II > > /: '`0• 0 / / DRAIN TRACT C 10" PVC C900 V > CI >- O r0 II as 00 / OC OO + N BASIN Q J O � Oco QW 0.00% N � / cL Q 325 + N u ~ Ca. o+ N 325 * DENOTES ACTUAL RIM ELEVATION Ce r�0w Q U_ co > II > cnW Ld > J // N H J » e N m w / ' w a a $$.I0 / o°� NZI . CD CD CV CV CV STORM LATERAL DATA N N a s 111\ 57' r, �� , V LOT D.S. DIST. FROM LENGTH INV. EL. @ INV. EL. SLOPE DEPTH o 0 0 cc NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG 320 �,' / 5' ' 320 0 // 305 \\\\<Q, 12 08D255 40.0' 31 .5' 316.55 317.74 0.0377 4.89' `° o JGO' SQ�`�� 13 08D255 78.5' 33.0' 319.57 320.30 0.0221 4.17' _ c a, a; / Q 14 080255 118.7' 33.2' 322.72 323.40 0.0205 4.55' -0ts cu " `6 '.2 QOco�i� c 3 v v n. / a-7 / 0� QQC 15 08D262 0.0' 34.7' 325.56 327.66 0.0605 5.05' o o CU a = CU / ,1 0 • / . 315 // 315 m // V STORM SEWER NOTES UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" Q PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. Lo o LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE (n ° °w z N_ _ 0O ( H _ WITH MANUFACTURED TEES. O 5 O r ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE z cc W > .< N 0 310 310 COLOR CODED WHITE. o rW(� a 'W/) N `!+ Z ♦u N w o BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE co c H W 0 Z •crGRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, m NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE 0O j W NOTED. 0 zco o ; w THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION71- O 20 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. O W ' 0 U W (A 2 1- aaa N. i 305 1 cc 0 305 W LCm 0LO CO OC CC T b coo coW I- T Y/ G, O N OO co CO o cj N c c l� p M Z j II Z N II > O J _ L CO 00 0 CO II II > 00 O 0 O (n N 1OUm ° WZ 1 � 10U � C+TO ^ N 0 C Lo O p co - N r N + Oo r Z c NO Q O II z z D Nr Q Il z D rn op1- mo+ 2O CCOI- CC + - O Project 300 ocnbroCwww owbNmWW 300 DARBYRIDGE o 9+25 10+00 11 +00 12+00 SCALE No. (----- 30 0 15 30 141-037 '4 ' / � � � TRACT C PRIVATE STREET / SDLN-03 PROFILE 1 INCH = 30 FEET Type ai) SCALE: 1"=30' (H), 1"=3' (V) Sheet L co 5.4 M LEGEND a L Q PROPOSED EASEMENT LINE = < co IM / _•4 _- PROPOSED CENTERLINE M � I I � I!II 1g 0# 4,0PROPOSED RIGHT-OF-WAY 0 ' - - PROPOSED LOT LINE J J �/ I Ilk , � :N\ BOUNDARY LINE 00_ z08D259 � ES _ % " �� • PROPOSED SIDEWALK/DRIVEWAY 1-1 _ d / �I�®� / ix��00 BY HOME BUILDER rn ¢ � / tlit -. , 20 � u, / I F:1 / / / % I UNDER i PROPOSED SIDEWALK WITH PUBLIC W • O p i i �4 - - - - „{{ FACILITY INFRASTRUCTURE PERMIT ,� . SEPARATE 10 UO z 3®� x��► � PERMIT WITH �� , ,�0 , , ,� / I I PROPOSED PAVEMENT �y w W 3 ..-� i / / ,WASHINGTON - / = p . 3 M r,O, �� ,// ,.7 COUNTY W .�� , PROPOSED STANDARD CURB & GUTTER W • p M Iwo,0 \ �� / 08D267 21 08D269C W '►/ Q o > PROPOSED STANDARD CURB Z w 08D268Ak �� E.? z -I a �® � •• IO Q / PROPOSED WEDGE CURB O �' l��1�-' SD.LN-04 'i �` I 1011 nnn 0 :►�'\ ,L ,, O PROPOSED LOCK+LOAD RETAINING WALL LL a O. : �� % fir' -TR T I — I I I►, , VT: S REET _� •I► r I I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL :01 - - - - - ' 08D250C ,�� I®®®® �� :�� a. ) OOP ® ® ® ® FRONTAGE FENCE W/COLUMNS N - - Al, 4 v, 0 1 # ,l 26 I 25 I 24 23 I 22 /1 6II PROPOSED STORM LINE & MANHOLE ��w zoo 0 N •4I - OO PROPOSED SANITARY LINE & MANHOLE z XI � o •lt �I o �� o�� ® PROPOSED WATER LINE AND VALVE �c es 0 PROPOSED 1" WATER SERVICE & METER 94 �N o I / E PROPOSED STREET LIGHT > TRACT E PRIVATE STREET / SDLN-04 PLAN (SEE LIGHTING PLANS) SCALE: 1"=30' (H) 340 r 340 CLASS 'B' BACKFILL PUBLIC CATCH BASIN DATA TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE co N 24" O r SQUARE 10+45.62 oo co r 14.79 LF 00 Lo + N 08D250C NYLOPLAST 8.47' RT 320.88* -- 316.96 0.0905 • 0 10" PVC C900 W o ") DRAIN TRACT E W J 335 CO ' r PVI STA = 10+76.88 ii 335 BASIN < w PVI ELEV = 321 .72 W m r ii I- w A.D. = 6.80% * DENOTES ACTUAL RIM ELEVATION 0 • No aw 55 K = 11 .76 oM oM (nw 0_ 0_ LVC = 80.00' N VIo- T II II > > C _ to 71- N STORM LATERAL DATA U.1 pa o O6 In. a w 1 50% + O r 1- J C 1- CI c' d II II w T II LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH Z > II LENGTH SLOPE 330 c L N N � J 5 5 �O� a w 330 NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG — a z o � LU oco U) w NO* � � _ O rn N O r II 5 5 C c00o w 22 08D268 0.0' 27.5' 319.62 320.98 0.0494 4.94' a CL 00O O co II > 0_ 0_ CO 0 5 5 w w + N T II J 0.0•% + / 23 08D267 27.7' 27.5' 317.71 318.30 0.0216 4.89' W C� O II > (Aw • rco 0 L 0 0 II a w > > g PROPOSED GRADE r / 24 •: • • • 0.0420 V oC Q Q w co w 0- 0- 0 @ STREET CENTERLINE a J OOo\o Z >- o c~nw � a e CO ww O• / / Q J cc Q 325 f5 0 �'* Co r / �� nO�Q' r / 325 -1.67% N ca co ��/My�,^ STORM SEWER NOTES U w O• UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" COCD CD CD > w �O�Q' i // CV CV CV PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE / WITH MANUFACTURED TEES. 2 2 °' Ca 111 c c c Ce 1- // ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE O\- rO`3�` / COLOR CODED WHITE. o o m M 320 6S. �'�0 I 320 o QJ c�G� 2 i BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE �, Ac;C?000��0 /I= GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, _ c 6 r PROPOSED 8 -� 5' / z NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE _a v z v is WATER w O NOTED. bC 3 N `n• - - CROSSING / / W C L a, ° o a, V / a U THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION o 0 cc a = > II '1 7 i / W Z & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 315 I * • _ / Q z 315 co12" PVCD_ STRM SEWER EXISTING GFADE S=0 0104 @ STREET CENTERLINE / U) U) Q / CC Q COo � Zz Cci c\i / 0W W Om0 / z F=/ 0 z � w > Q LU 0 0 310 310/ tn H OZ w CO CU wmmw n w _1 w 0 � - - N >a w , PROPOSED 8" 0 0 I Z > -cn O SAN SEWER O ci) O can OZ � 0 w W a <1aa Ui 0 _ m CO 305 ~ — I- Lo H N 305 o - Lf) d• J In J o) y Z • OL1- C�) CON CO N NO Or ca 0 1- Oi •� � N. I I N• 0i I • 0 II Oi 0 0) co +. .L O - J O � M ii � � - J O " 1- ^ Z Lo 1- c II a) 9 � Oco a ^coa, co ") aco a co z 0L Oro u c ' 0 ,^ co • .-.w II (V co u) •• .. II ZV N (n Lrj II ZV z + O O w r + M m T + CO C� - I- C O C 1N I- T - 0 NO1- ON � NOU � O �� N � U II U II �� 3 II � cOZZZO co LZ Z O cj � � COCCZZO Project oo I- I- I- + DARBY RIDGE CO o,wbro[ wwww ocnbTmwww ocobNmwww 300 / 300 0 9+50 10+00 11 +00 12+00 ro 30 SCOALE 15 30 No. r 141-037 Type f) 1 INCH = 30 FEET ENGINEERING .o Sheet L I TRACT E PRIVATE STREET / SDLN-04 PROFILE co coSCALE: 1"=30' (H), 1"=3' (V) C5.5 LEGEND a Q PROPOSED EASEMENT LINE TQ co I N PROPOSED CENTERLINE ry w �-; LL ¢ � - - PROPOSED RIGHT-OF-WAY r� " J V Q p � - - PROPOSED LOT LINE O a - BOUNDARY LINE Z Z O r� W 0 U PROPOSED SIDEWALK/DRIVEWAY v I 0. BY HOME BUILDER n Z _ 0 u, Q I W I i o` x "' '� I i PROPOSED SIDEWALK WITH PUBLIC W Z ,x X I FACILITY INFRASTRUCTURE PERMIT z 0 p a Q x 3 x W o ,,,X PROPOSED PAVEMENT w ill W x :; /N - - LL Q �� I 1 1 " RIVER TERRACE CROSSING " UX ,;x x W TRACT K , �� „ . Q '� I PROPOSED STANDARD CURB & GUTTER p M x I I I I I I 08D228 I a ., I I in I W Z o °l' PROPOSED STANDARD CURB Q EX. AC TRAIL/ I / o !�tl� I- N x% , Z 11J MAINTENANCE I LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 T + 1► i�i O �, " 1 x O w J a ACCESS %� o��' �i, 08D229 r X 'll' i TRACT I N I 11J ►� L'n ICI Ln x x PROPOSED WEDGE CURB z T nn PROPOSED LOCK+LOAD RETAINING WALL W. 6 a , 0 c'' I mil►% �Q/9 � 1 at._ _ - - - - I I t00- - - - - 12fi00 - - - - 13700- - - - 1G'� 08D227 I. ' , I ® cn , to , 1i I AXSq XSD XSID XSD XSD-I XSD XSD- -XSD XS XSD )( D SD X XSD-� . i ®s .l ii ( ox • -LSD - - - - - - - EX SDLN-06XSD XSD XSD XSD X r ID (n w A S OPEN SPACE EX SDLN-06 x x x PROPOSED ULTRABLOCK RETAINING WALL a._ i\ / ' IIi',' L- / ... l l -�,�,1 C7 .�.I� / : FRONTAGE FENCE W/COLUMNS Fr 2 T 31 6 : I,�1 at' , / � I I ►. � I 17 UNDER SEPARATE/ - N PROPOSED STORM LINE & MANHOLE z 0 c\l PERMIT WITH o 0♦1♦; I Q IP' WASHINGTON®�®� { • PROPOSED SANITARY LINE & MANHOLE�� - - - - - - - - . � ,� / O � 1 I I 11 1 I Ni1l �r1 I - - - - Y COUNTY o o 1 • 1 i 1 I i i r .�I i 1 �il�c �� lit i ® PROPOSED WATER LINE AND VALVE .? \s1P� I TRACT D TRAIL / EX. SDLN-06 PLAN \J� 0,`' PROPOSED 1" WATER SERVICE & METER �N SCALE: 1"=30' (H) Q PROPOSED STREET LIGHT > (SEE LIGHTING PLANS) 350 SW BLUEWATER TRACT D SW PEICE AVE. TRACT I I 350 TERR. RIVER TERRACE CROSSING SW 150TH AVE. I STORM NOTES PVI STA = 13+72.87 I PVI STA = 10+05.00 PVI STA = 11 +30.00 PVI STA = 12+25.00 PVI ELEV = 338.78 PVI EL V = 339.77 PVI ELEV = 339.92 PVI ELEV = 338.40 A.D. = -0.50% I O INSTALL 4" INSERTA TEE PER CWS DWG. NO 530/C9.5. A.D. = -3.50% A.D. = -2.60% A.D. = -1 .40% K = 1 .p4 J _ KL2.86 K = 3.85 K = 7.12 LVC = 14.00' I / � - PVI STA = 10+45.00 / LVC = 10.00' LVC = 10.00' LVCi = 1 Q.00' i o PVI ELEV = 338.77 �f - nCO 345 o N A.D. - 4.10% - � I I 345 i 00 K = 2.44 or PVI STA = 12+55.00 coca / II Z + Co PVI ELEV = 337.50 r; co / o c� LVC = 10.00 o 0 0 o PVI STA = 1 +44.00 . co / I I J r o o �� rn A.D. = 2.00% co II II ON0 � orMi cocic�o � c�o K - 5.00 PVI ELEV = 36.61 + r� I / Q > ON. OU) oA.D. = 8..0% ,- II / < w � 6 O 0 � NCO� C+ CO� o LVC = 10.00' coII II I / + M QUO r rM O O K = 1.18 > / STORM LATERAL DATA cnw OMoc� oco• > rr� 0• 0 � o• Qw / I - » •r � r .. + M � co i- J > T > N •EON O LVC =.00 f� � + 00 � J / rla UwUw Oco0rn mw > � j � + M � co • ino � coc� o � W / I LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH mw• ww > T > >> mwww Nco + co o0 � 0 co (.0 > > LENGTH SLOPE W W UwUw °- a r � T "? � M � r o rc? Uw ww / � I NO. M.H. D.S. M.H. MAINLINE @PLUG @PLUG J 340 ,� > J > J 1.00% _ ow > Nc� + M / / IJ 340 _2 50/ mwww 1 60% - - _1 60% m w j w r r co co j w w / TRACT I 08D228 43.3' 5.0' 330.00 335.41 1 .0820 5.00' LL \, N ww UwUw c� or ..co mw_ / �5g6 � / . GC 0 z - � 11 N - 11 ,3•00mw% ww U > Ow �I // i�Q.S�� O I I - PROPOSED GRADE I I > w w ��°I° I I �JJ @ TRAIL CENTERLINE _ _ _1_n0= m w , - I I/ /��5 QCL 0 w I I = • - - - - - - _ 5-�5 STORM SEWER NOTES H 02$ O EXISTING GRADE I @TRAIL CENTERLINE I ,/rp�j` / „ V Z > UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4 Q m 335 I i \,F /� 335 PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. Q Q Q k r?, � LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE a I , N WITH MANUFACTURED TEES. 107.05 F COLOR CODEORM D WHITE.SERVICE CONNECTION MARKERS TO BE o 0 0 4" L N N N N N N a06.59 LF - 12" STRM SEWER S=0.0048 LJ N STRM SEW R - __---- I _ BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE S=0.01 9 ___----- I- GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, °J °' °1 _J _____ -SEWER S=0•0112______---- NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE o 0 0 cc 330 ____--- 213.45LF - 12" STRM r ---- 330 NOTED. D w rn _____ THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION m 9 r & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. -H I ai Li ° v Z v ca o a; CD C v N N Q1 N G4.1 �1 i ct .O O G1 0 r..1 CC a I > I- 325 I- o o J o 0 325 O No O O pp (NI >. co 0 0 00 0 0 co O N• (Ni co 0 00 � N O C') N co N N co crj 7t o N O co r r C7 ci co N co co N co CON II co II Co c'� II II c0 r II M N O co Cfl Ln II co II c 00 In O O W II CO � O II O � c') >" II CO . 1,.. Q � 4H • W � r� � co > W � � r , a) > oZW , coO1WN , [` oZWZN ' � N co 0W N Or > C7 � N 1- Or0C C\J co _jwcoONOL� N - CO - 'R OQOZ c0 c� N r D N r D N r r r r N = H ( , N NrW II .... � NrU II .. � NrU II ...... � NI- 1- III v Q r ao � J � zZO coi- m � ZO cQW � ZZZO co < O � O z W IL W > Q o 320 ommCCWww owbC7ww omdpcwwww ocot-Ew 320 � ccccm 0 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 15+50 0 Q W W m 2o Ce CC H W Z m 71- TRACT D TRAIL / EX. SDLN-06 PROFILELa w _1 el 0 N >aLLW SCALE: 1"=30' (H), 1"=3' (V)o 0 O = Z w cn n 0 ozaW CD Lri 0 U a4az N ° ° m 0 1.; G) ea T_rn 0 C ^L, W a) C C Z C w rn Project r DARBY RIDGE r` co SCALE No. 0 r 30 0 15 30 141-037 m = Type f) 1 INCH = 30 FEET ENGINEERING 0. o Sheet f:Ito C5.6 1 I - - - - Ia :�.� v , _ 16 _ _ _ • LEGEND W aLQ , , „?s 0 SS08D071 _ _ + ' I \ `O ��\ �x Ili. - PROPOSED EASEMENT LINE O = I Co �� ' 25 \!i0! ,� �'� - PROPOSED CENTERLINE 0 w M J ��`�/ �a . . .cE A VE - - PROPOSED RIGHT-OF-WAY rr�� o ‹ / Oil`, �•� I.i.i.ii.JVQ Q :� - - - - -®iiit',,z, / - - PROPOSED LOT LINE O a D�s�-,Illailtiailli,:ill;' ..i O - - BOUNDARY LINE r U : SS08D070 e& •''f:-.4` a �� 11'�� PROPOSED SIDEWALK/DRIVEWAY 0 V E I a ,♦ `• BY HOME BUILDER o k ii : 24 /�C� .,. �- - � HMI PROPOSED SIDEWALK WITH PUBLIC J -O sso8Do68 I - - - - - - W �, z U I . � : � : FACILITY INFRASTRUCTURE PERMIT z a y, 4+00 SSLN-A ®� : : : : : O CA ..pp, PROPOSED PAVEMENT ry W ";1• •� • • . • I I SW 150TH AVENUE IMPROVEMENTS UNDER LWL z o M SS08D069 - �4: � I � : K - I I SEPARATE PERMIT TO BE REVIEWED AND PROPOSED STANDARD CURB & GUTTER W • o M c, zo 23 ` T• APPROVED BY WASHINGTON COUNTY. PROPOSED STANDARD CURB Z w 8 • : PROPOSED WEDGE CURB 0 5 h I` - - - - g 0 PROPOSED LOCK+LOAD RETAINING WALL a a O.DOCUMENT NO.2000-031295 I Q I- . : I I TAX LOT600 2S117A I I I• I I I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL I X I Lo 22 -1 ' 21 20 19 18 17 0 ® ® ® El FRONTAGE FENCE W/COLUMNS I &, ,7-). : . . 0 a _ a a a .T _ a _ _ 0 0 0 3 a a a a a 0 0 - PROPOSED STORM LINE & MANHOLE �C o cv C' f- MiM ii�iilOi_ �`� �" ��` O PROPOSED SANITARY LINE & MANHOLE Z °- o6 �- - _ 0 SS08D072 .:.,.[' fA ...,, a e.•>: X( o = _ �_. _� - _ ® PROPOSED WATER LINE AND VALVE W).?2"" o o►fly] . . . . . . . . . . . . . . . . . . . . . . . XCOM . . . . \XCCM a� ` i,►. ©: : : : : • : • : • : • • • • • • • • • • • • � � � � • .COM=XCOM �� P� N� 1_ • �r 1 XC�,� n •G ae _ „ �q P . _�• :ci �,- • - ® PROPOSED 1" WATER SERVICE & METER �Vj� 140' o 6+00 7 •10 Nii��' ' -A4 1` --= ��,1�'l1 v/► 1-SSo8Do67'�!•�� G X� G X ►.1 G G XG XG XG _ ��' 1• ` 1+11 ` ` S XSS XSS k1 �00 XS PROPOSED STREET LIGHT Q �LaQ7GL0`ZZLaLa_ZzY-_e��L��i..i►��.�•�•��.kl. rya > -0+62I 0+00 l ��"A`X"X` f.1.�"1� SW 150TH AVE c,c+ r' - (SEE LIGHTING PLANS) XSD - XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSS XSS XSIS XSS XSS -)kSS XSSsD )---Ps- s XSS XSS : xs�XSS XSS XSS -�xss XSS XSS _�' _ --, �..� o �� XSS XSS XSS XSS - +: XOH XOH XOH XOH XOH XOH XOH • XOH XOH XOH XOH XOH Illil XOH O 0: XOH XOH XOH X ) XOH XOH XOH r �E6t1 X0H X0H _ Z XW XW W XW XW XW XW XW X. + - yX X - W o XW SANITARY NOTES EX. SSMH CWS #15076 SS08D073 O II _ \ • 4 \�< X XSA" :, ► XW XW XW XW XN RIM=297.6'± - - - - - .. Ye - - - - - - ji--6,�' EX. SSMH CWS #15078 IN(N)=291.0'± EX. SSMH CWS #15077 EX. SSMH CWS #15898 "� CONSTRUCT POURED IN PLACE MANHOLE BASE PER CWS OUTS)=290.8_ RIM=314.9_ RIM=322.1 ± RIM=335.7'± 1 + '+ x EX. SSMH LOT 1 TRACT E DWG. NO. 020/C9.3. IN(N)=309.4'± IIN(N)=316.2'± o�� '� � IN(N)=329.6'± CWS #15900 OUT(S)=309.2'± '± Q RIM=333.1'± OUT(S)=329.4'± OUTS)=316.0 (n I I IN(N)=327.2'± I O2 NOT USED OJ TRACT 8 "AUTUMN VIEW " LOT 19 OUT(S)=327.0'± " 0 R CAS ESTATES " " VALLEY VIEW O POTHOLE EXISTING UTILITY PRIOR TO THE START OF CONSTRUCTION. T (/) SSLN-A PLAN w .1SCALE: 1"=30' (H) LL 0 330 330 Ce a CLASS 'B' BACKFILL SANITARY LATERAL DATA 06 LOT D.S. DIST. FROM INV. EL. @ INV. EL. SLOPE DEPTH LENGTH Z NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG Q z 0 22 SSO8D071 0.0' 10.9' 307.45 311 .55 0.3745 5.92' a w w 23 SS08D067 68.8' 11.3' 307.61 308.84 0.1081 5.98' 325 PROPOSED GRADE Q � O @ PIPE CENTERLINE 325 I 24 5508D067 103.9' 22.6' 308.37 308.80 0.0190 13.40' 1 � p' Z m SS08D069 15.2' 12L Q EXISTING GRADE * LOTS 22-24 ARE DAYLIGHT BASEMENT LOTS AND HAVE DEEPER LATERALS PROVIDED. N Q @ PIPE CENTERLINE \ ii) 0 I= '/ ( SANITARY SEWER NOTES N N N CV CV CV 7 \ CV CV O O O // UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" 320 / \ o I 320 PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. 0 \ PROPOSED LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE v °J °' f6 f6 f6 w // �' EXISTING GAS WATER WITH MANUFACTURED TEES. 0 0 0 oC / CROSSING SERVICE PROPOSED / CROSSING 8"WATER ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE w I- / PROPOSED 10" - m o // STORM CROSSING CROSSING COLOR CODED GREEN. , / EXISTING COMM COMPACT BACKFILL >, / ' \ BANK CROSSING TO 95%AASHTO T-99 - ._ 11 BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE s p 01 a, // / \ WHERE MAIN CROSSES I PROP SEA 1,°LTA GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, v ? N RS / 7 / \ LOTS 23&24 / - W NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE cu c N �'• 315 �z 7 7/7 \\ // 315 NOTED. a, r a>, o o a, 7 / N � � 0 G CC a 2 > // //// \\ // THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION / , , / & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. > / / co � \ / / //// \ // 23.09 LF 2 // 7�7 \ / 8" PVC C900 c<o /r ,7,/ EXISTING 8"SAN \ / SAN SEWER 310 // l �,/ SEWER TO REMAIN _ \\ / S=0.0043Cci 310 j� ZQ Z r // 7 / \ 7/ 0 z Q \ w � w � CV / 23.99 LF //// - N / - :� cA cA O C\Io ,. a' PVC C900 ' 7 / 59.95 LF N Q w W m w o / \ /SAN SEWER / / N./ co / S=0.0058 / 100.10 LF _ _ 8" PVC C900 Z .cr116.88 LF SAN SEWER cd CC ~ m ✓ / 8" PVC C900 SAN SEWER - :" DIP SAN SEWER 0 S=0.0047 o j j } / � Q` / 126.59 LF _ S=0.0038 ��•�,S ac /� S=0.0046 Q O = Z • n 8" PVC C900 SAN SEWE 305 Z Q 0 305 '�4+�S 42) /// - S=0.0040 O o W w - / W3cnz U /// 0 W Q � mQ N- / / p 0 0 o / / HH F- H w 777 / / CO r H N H Ora J 2 2 o f LO if) 2 / / 2 co r- 2 J 0) 2 O CO = CO = N- N. 2 0 N O U) (0 // 2 � Q g7g 2 [0 oo Zoo Q cocfl 2r Q co 2N Q rnr 2 � Q o60o zo Q � aoo 0 o Q M oo u) o i � o oo oco L 00 r Z Co In co O (D c0 , z O Co co Z ON Co co Z o co co Z Co Co co _- z r co N � nj J O II C, II J NO II � N J NC'0 II � Ln J coco II 1- O J Nco II � � J co II II � C� J OCR II II c c 300 ' U) N o c` [if) U) N _ U) r CO CA _ co U) 300 Z C") 6 u) O � II N � N II r00 N ^U) 00 � •-• ) CO II W O � .-. N II U) O � ^ U) r• > W r � U) r II >^ U) c N r ^ co rr r _ O � OON > 00 Co + Q r ^ = (0 + W N ^> 00 N W N N Cy ^> w OD + = OOCryZZ � 0N ,� a) Cv)Z0000 O + � C0 > O + ( C1Z OO „ � CY) > 00 ' � ChZH 0 ++ Ij i �ZU) � rn + u 00 00 ~ 0 + 2 rn 60 D ao 2 u 00 ~ D r U u 0 H D r U a °� ~ D r U u W ~ D r U u W H Project 1 o Q ~ o p . O II Z_ o Q ~ o p o Q p o Q coo Z 0 o rn Z 0 o Z Z 0 DARBY RIDGE CCO � ZZ OQ ~ N � O � � � z 2 z 2 O Q2 � O QW � 0 ccooc~i) 1ro� www � e- T + � ww cnc~n � c+vEwW cnc~i) bc EwW cnc~n � � CTWW cnu) t71-� WW cnc~i) � LoFEWWw- SCALE No. 0 297 �- r - - 297 0+50 1 +00 2+00 3+00 4+00 5+00 5+75 30 0 15 30 141-037 / Type o 1 INCH = 30 FEET ENGINEERING o SSLN-A PROFILE Sheet SCALE: 1"=30' (H), 1"=3' (V) C6.0 0o LEGEND a Q PROPOSED EASEMENT LINE = Q Co IN PROPOSED CENTERLINE LL ry w F; Q � - - PROPOSED RIGHT-OF-WAY " J ca 0 Q Ig - - PROPOSED LOT LINE O a 2 - BOUNDARY LINE Z r Z a w � U PROPOSED SIDEWALK/DRIVEWAY v r� = I 0. BY HOME BUILDER n Z 0Q PROPOSED SIDEWALK WITH PUBLIC1] FACILITY INFRASTRUCTURE PERMIT O z Z a (7 > PROPOSED PAVEMENT ry W W W z o M > - W -~ I ''LL PROPOSED STANDARD CURB & GUTTER W • 0 M F-I tll w / CD Z o Q . . . . . I I pc-I / PROPOSED STANDARD CURB Z w J a k '!* LOT 73 z I 5 I 1 11 I 12 I I I w 16 /// / \\SSO8D071 16 _ PROPOSED WEDGE CURB w 1 W ;0 ( I / \ SS08D077 0 W . . SSO8D075 • SSO8D074 n _ _ - PROPOSED LOCK+LOAD RETAINING WALL W. c, d � � lk � ssosDo76 + � � - - - - - � � _ _ _ - I `;� - - - - - - - - + - - - - - - ioOoorVar,o % O _ - - - i -A PROPOSED ULTRABLOCK RETAINING WALL ifl Lineri \/\6, NW :;',•;ed / �% �� - PROPOSED STORM LINE & MANHOLE I 7 + / 1+00 �I - 5+4 5+®0 SSLN-B 4+0000 SSLN-B 2+00 y ® / SSLN-F �� Cam, - - - SW PEACE AVEAI/E _ I - - I / 21 Bi xw @z o N II „�, 16+00 xW- PROPOSED SANITARY LINE & MANHOLE A 6 I a �F 10 00® - + 124 0 3-1 00 ` = o .er .XW �p�. ♦ ® PSG •�1♦♦ ♦ o - _ ® t,r�� , / ®�� p�. PROPOSED WATER LINE AND VALVE z - 0 ® ® �® _, ��vvvvvv : w•�rrrr •�•�•vr�r:: - �� i AVM; - rrrrrrlrr�err♦- 0�rrrr = ®-Fr; -- V\Z ® .Q♦♦�:�► ��♦♦♦♦ ,: . .- _ _ \. _ . �o•Nosi � V:'' -- ,�, O oO♦♦♦♦♦♦♦♦♦♦♦� E♦♦♦♦♦♦♦♦♦ 1i♦2♦!♦2♦wA *it;;:;: `:�♦�I::AV �ii♦:♦�♦�♦�♦�♦:, t:;♦♦♦♦Ni!♦V*Ir:!��::;I;�\yi��!�:�!�ti; 0♦♦O♦i }� ►il.►i!♦.!.!i!� ► p♦' ® a, o o� - ---- -- - - - - - ---- -- -. - . . . .. ..... .��.. �.... ... . ♦♦. .� , .• ♦ �• .- �Dr` , �. PROPOSED 1 WATER SERVICE & METER♦♦♦♦♦♦♦.♦♦ ♦♦♦♦♦♦3�i♦♦♦�►♦♦♦♦♦♦�i♦♦♦�♦♦♦♦ ®® ♦ ♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦Z► ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦�►2_ _ f. _♦♦♦ _ ♦.♦♦ ♦♦_♦♦♦♦♦.♦♦♦♦ e® � ♦♦♦.. ��.♦ ►♦• ♦ ♦.�ili�.�.!i_♦ ♦♦♦►♦♦ ♦� e �. �"` /" ��.�i_��.�a��.w_�w�.�� i® ��►i��a��. !a��.��.5��.�i�.��Ji��.w .��w® ►_.-��®��..��..��.. �i♦♦♦i�i. / i�♦♦ ♦�♦ ,�!Q♦.♦e�. - ♦ .•..�_♦.�i9.��- �►� X I •( _ r �� o IPROPOSED HYDRANT (94 Wvv- ,- - Iom \ �� ` _ - - _ _ _ - - I o 34 3O 28 ________I -I - - - - - I I I PROPOSED STREET LIGHT Q 33 32 31 29 27 26 25 24 r I �' > ° I I I I I I I I I I 21 20 19 18 17 11 TRACT I I (SEE LIGHTING PLANS) I I I I SSLN-B PLAN SSLN-F PLAN SCALE: 1"=30' (H) SCALE: 1"=30' (H) - SANITARY NOTES \........7) O CONSTRUCT INSIDE DROP W/ BOWL PER 340 340 340 340 CWS DWG. NO. 090/C9.3k" W CLASS 'B' BACKFILL CLASS 'B' BACKFILL • L SANITARY LATERAL DATA SSLN-B o CC LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH LENGTH SLOPE a NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG / 06 / 16 SS080075 0.0' 39.3' 312.92 314.30 0.0351 6.09' 335 335 335 / 335 Z 25 SSO8D071 24.3' 49.7' 309.08 310.10 0.0204 10.87'* Q y .1_ 26 SS08D074 7.9' 45.8' 309.29 310.25 0.0211 9.92' * a27 SS08D074 46.2' 44.9' 309.44 310.40 0.0214 9.73'28 SS08D074 79.3' 46.8' 309.57 310.55 0.0209 9.77' * Z .1z PROPOSED GRADE / 29 SS08D074 124.2' 49.1' 309.75 310.80 0.0213 9.76' * _I O 330 330 330 @ PIPE CENTERLINE / 330 (� ILI 0 / 30 SS080075 0.0' 47.1' 312.92 313.90 0.0208 6.82' * Lu / EXISTING GRADE / 31 SS08D075 45.0' 46.3' 310.27 311.25 0.0211 9.68' * m 0 o i cc @ PIPE CENTERLINE / p / 32 SS08D075 79.8' 45.6' 310.44 311 .40 I 0.0211 9.70' * Z > / I J mcI Q 33 SS08D075 124.1' 47.3' 310.65 311 .65 0.0212 9.69' * N Q // 34 SS08D075 151 .9' 46.9' 310.78 311 .80 0.0218 9.67' * N ~ 325 325 325 / 325 * LOTS 25-34 ARE DAYLIGHT BASEMENT LOTS AND HAVE DEEPER LATERALS PROVIDED. N N N / 0 0 0 N N N N N N PROPOSED GRADE P @ PIPE CENTERLINE 8 � ` SANITARY LATERAL DATA SSLN-F o 0 0 U. EXISTING GRADEvv- _ _ - - _ _ @PIPE CENTERLI E a? c`P LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH o o w I - - QQ r ✓, 1 NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @ PLUG o /c�� ,�� 17 SSO8D071 145.1' 46.8' 326.66 330.31 0.0782 6.09' � � • ai 320 320 320 /mac ,� 320 -a _ct z ��'`03c: �`00`b 18 SSO8DO71 108.4' 48.0' 323.03 325.66 0.0548 6.09' .Ni V) III ` // GOB s�O 19 SSO8D071 70.0' 46.6' 319.24 321 .37 0.0457 5.91' o o cu a QJ PROPOSED 8"WATER _ _li II , 20 SSO8DO71 34.6' 51 .6' 315.74 318.21 0.0480 5.98' \ \ -� / , - II �� / 21 SSO8DO71 7.7' 54.3' 313.07 316.62 0.0653 6.02' co I \ ' \ _ l J TRACT I SS08D077 0.0' 42.9' 328.63 333.45 0.1 123 6.00' 315 315 315 315 Q � � Z N iI cciI SANITARY SEWER NOTES a o a o Z r 15"STRM SEWS" 11.1 ROPOSED z W W > Q cc CC m 31 .23 LF UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4 c\Jo PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. c W Q_ W CC N ,�I 8" PVC C's 00 o cA Z cn p LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE W m o i „ SAN SE ER WITH MANUFACTURED TEES. v Q = W O Z I 223.97 LF - 8" PVC •900 SAN SEWER S=0.0047 m S=0.0042 310 310 310 310 ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE oo j I j W 158.63 LF - 8" PVC C°OO SAN SEWER S=O.0040 Ilk COLOR CODED GREEN. o O = Z 1 D cc 5_ BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE 0 1 8 O Cl) cn r GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, O Z_ ei co NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE W . Z 0 NOTED1 0_ . W QCCmQ co O 0_ d 0_ o CC CC II 0 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION Y D a a a & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. co 305 0 I lilt- _ D -I ,n 305 305 JD -I Lo 305 0 zO 06 _, Z � co � � rnO Z °° � °° Z � co LU � � o � a) co m O� co O o m � � ON o N O co - o m � �p8 - O LL � Op 8 4 I+ O N z c Eo - Z 6r C7 Or Z orTM M 00 , Z o II or Z rco II Lr z r � II o0 � z co co W � QW wwco II �i a) (j �� Mco II II � No W I W (I) r II II W u) M COM W � co � d C7 II �. i COM u) � COc� II .� r � !� II II r N. Project O II II II W I O II z T 00 T II T 00 (n II N (n r0+ Q N "^ bo r + -, �cSN > Wao r + -- rSN ^ ao ro+ .. oN "§ oo r � ^ oN "§ oo o + - -co7co DARBYRIDGE " O N cowZ O co> zwz O (Col O co O � Z (A O � Z r po � ao 0000 � DNU00 u00001-1 � OMwN co- I- D1- wo a0a0 � D � vo Ilaoao � DLUT II `j- I- SCALE No. o cor W co II D COT Q o D oT. U T II - D or U O II .. - D � r o .... � 001- i- � � + - ZZ � � ao - ZZZZ � � Q � - Z � � a + - ZZ WI W - Z u) i- w + - Z 141-037 71- oQ � T � O Qw O Qw O oQwo � O oQwo � O oQw O 30 0 15 30 Nam � � WW W N� aN � WWWW W � � aT � W W coN � TEWW W 07co � TEWW W 07co � NEW W 300 300 300 300 Type 5+14 5+00 4+00 3+00 2+00 1 +00 1 +00 2+00 2+61 1 INCH = 30 FEET ENGINEERING o SSLN-B PROFILE SSLN-F PROFILE Sheet ,c7 SCALE: 1"=30' (H), 1"=3' (V) SCALE: 1"=30' (H), 1"=3' (V) C6.1 m LEGEND aLcbjQ PROPOSED EASEMENT LINE < co IN PROPOSED CENTERLINE ry w c; LL ¢ � — — PROPOSED RIGHT-OF-WAY " J ca 0 Q IR. — — PROPOSED LOT LINE O ± 2 — BOUNDARY LINE Z Z 0 0 W 0 0 PROPOSED SIDEWALK/DRIVEWAY = I BY HOME BUILDER n Z _ 0 0 Q ', �I in ' PROPOSED SIDEWALK WITH PUBLIC J IQ � j 10 I MI FACILITY INFRASTRUCTURE PERMIT W z 0 nng 0., • I 12 13 14 15 J 0 OO a PROPOSED PAVEMENT W w 31 'li 4 I I I I N. _z �ml I I I I PROPOSED STANDARD CURB & GUTTER W 0 M cD QF, I�,10 � I>< I PROPOSED STANDARD CURB I Z w J �' 0 z a — — — — — T — — — _ — - PROPOSED WEDGE CURB �' _ ii w 1 , - - - - 1 + > PROPOSED LOCK+LOAD RETAINING WALL U. �'-, d 30 H I I ♦ *th♦ ♦ 4 ♦.♦♦♦ . . ♦♦��♦O♦A.♦�► ♦ ♦ ♦4'♦♦♦♦♦♦♦♦4�' ♦ ♦ X ‘► 1`'! I I SSLN-C +,I 0 •! o. I I I I I I I I I I I I PROPOSED ULTRABLOCK RETAINING WALL I ®� � �� Q IfiRACT 0 I - I - N � �iu� 10 11+00 1 %9 I PROPOSED STORM LINE & MANHOLE I I ►/®I Lr PRIVATE STREET �,c) cY� ,� l► II \ — — — — — < — — \y x • PROPOSED SANITARY LINE & MANHOLE \� -s 1 ': 1 ® I � I 0w zzo o N �I SS08D075 USSO8D081 CO l �. zo �, _ 29 ® I 1 6 �' 0 U PROPOSED WATER LINE AND VALVE Z °�� 2 co o '♦1 I I U ® PROPOSED 1" WATER SERVICE & METER rn o o o _ — .?i�I I♦� 1 %i'�. w I �J �, I PROPOSED HYDRANT (2j� W O o ei EX. HOUSE 0—. PROPOSED STREET LIGHT Q 28 '�I I (SEE LIGHTING PLANS) SSLN—C PLAN SCALE: 1"=30' (H) 340 340 SANITARY NOTES CLASS 'B' BACKFILL 1 CONSTRUCT INSIDE DROP MANHOLE W/ BOWL / PER CWS DWG. NO 090/C9.3. / / / / W / 335 / 335 / LL SANITARY LATERAL DATA / / CC LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH a // NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @ PLUG / _ — — 06 // 12 SS080075 43.5' 25.2' 316.16 317.19 0.0408 5.93' Z / 13 SS080075 86.8' 24.1' 319.57 320.13 0.0233 5.71' Z 330 / 330 J O / 14 SS08D075 127.8' 24.5' 322.80 324.16 0.0555 6.00' a wLLI EXISTINI GRADE / 0 oC @ PIPE CE TERLINE \,/ 15 SSO8D081 CO 0.0' 23.5' 1 324.67 327.41 0.1166 5.89' V CI 0 1 DC Q PROPOSED I RADE / @ PIPE CENT: RLINE / .1 m CL CC Q / 325 N 325 SANITARY SEWER NOTES N N N N N O O O N N N / N N N / - UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" / / PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. / LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE p p p cc WITH MANUFACTURED TEES. / o w / c.S<' ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE `° o / Q�` COLOR CODED GREEN. 320 �5� 320 6 // eCP1 >° GRANULAR BACKFe BACKFILL NOTE: ILL.LS FOR PIPES OU UNDER T SURFACES SIDE DE PAVEMENT, c c 3 z° N N // <eC \, \5� NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE . P (5 2 •L L � p�5�� NOTED. o 0 CC a = > ;5 p• THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION ,C) & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. m 315 315 Q ocoW z 6 O' 8 = Q T_ Z W 0- Q P _ cc cv o C1) � (AQ Lo FICI o N p cv> Q = W O z CO ce LT, 310 310 0 N N w -' cy) 'a LW -o0 01z > a Q o2aw I / O W DOm CC o m 1,7 0 a� 305 J 2 1—J 305 0 (0 L0 zp N CD pp•- 00Ur0 . L U p> d N c N o c z c`i T - cp ' Z N co zc STM (7 II OO -1coII _i rII II U � IIW Lo LC) w p II w r — u) (\j _ Pro j ect 6 p + ^ pc\ol 2 sk) 8 + Ups> 60 DN - 0 u00°o " H DrU � a = ~ DARBY RIDGE NI 0 0Qwo2zzz : p oQ < L"c� 2zp SCALE No. cn � + - - - - co + _ — • 30 0 15 30 300um r OC w w w w N m w w 300 141 037 f) 1 +00 2+00 2+75 — — — Type 1 INCH = 30 FEET ENGINEERING o Sheet SSLN—C PROFILE C6.2 E I SCALE: 1"=30' (H), 1"=3' (V) m -.-SS08D079C0 LEGEND a Q + TRACT L w XSD XSD XSD -� XSD PROPOSED EASEMENT LINE = Q ,o XSD__ O I o, 1 �- +- - I- -- _ _ S'6� - - XSD----XSD- PROPOSED CENTERLINE 1�yy w M x I I - - _ _ - �XSD� U. Q Jo TRA0 M - - - - - - _ - - _ XSD XSD XSD - - PROPOSED RIGHT-OF-WAY r� z I XSD- V D Fa I - - - - _ _ _ - - PROPOSED LOT LINE ; o a I I I WATER LINE TO BE CONSTRUCTED II - - BOUNDARY LINE Z r Z O C 0 - I I WITH SUBDIVISION (PLUMBING I I o O U III PERMIT REQUIRED, BLDG DEPT I I PROPOSED SIDEWALK/DRIVEWAY a E I a WILL REVIEW AND INSPECT) I BY HOME BUILDER ~ Z I. J w 2 3 4 5 I >< , PROPOSED SIDEWALK WITH PUBLIC W Z (I I. 1 J 6 7 o FACILITY INFRASTRUCTURE PERMIT a 0 z o a m � I co z �� UI I I PROPOSED PAVEMENT / N O co N I- i ct BRACT K LL Q .................. ca 1■ - j I I I SS08D076 I I SS08D0781- 1 0 yi z E ■ C 2 SS08D080 0 1 PROPOSED STANDARD CURB & GUTTER 0 M im - , - - - - - - - - - - - - z Zo 95 I. p N I - - PROPOSED STANDARD CURB I Z w J a- _ ?� w s�®O!i�_�! ® .�®�!I►s!�777-MEW il!!i!w=�i ��i!i!i!A , �_ �-IIs�� ® -�O®�® ® ��• PROPOSED WEDGE CURB 0 _ I �� - rii �' iiw PROPOSED LOCK+LOAD RETAINING WALL LL '- d SSLN-E 1�, I00 i+oo r e I �,'41 I •■' .�! �: _ 10+00 11 o IIIIIIIIIII PROPOSED ULTRABLOCK RETAINING WALL a - ' la 1JaW1 l :3 : IIER� ` PROPOSED STORM LINE & MANHOLE 1. v► �CN - ® ► • �' `pia &, M 1 • /•, t:::i „:1::_'I®iiii' __X: :'L.: F .��.! Xli 0 PROPOSED SANITARY LINE & MANHOLE \ S 1 PROPOSED WATER LINE AND VALVE cz, Z ° o _ • , F -- $ + Ld imi- • A co , 0 / ` \ I V - ® PROPOSED 1" WATER SERVICE & METER v 2 rn o O z 34 � I 1 1 10 9 8 J/ �� II ■Q z : I Q PROPOSED STREET LIGHT `�JC! `I'i o ,■ 2 I • W I I I I I • Oi• I I 1 - SSLN-D, SSLN-E PLAN SCALE: 1"=30' (H) 40 L340 340 340 SANITARY NOTES- CLASS 'B' BACKFILL CLASS 'B' BACKFILL ID- W 1 CONSTRUCT INSIDE DROP MANHOLE W/ BOWL J PER CWS DWG. NO 090/C9.3. LL O IX a SANITARY LATERAL DATA SSLN-D OS 35 335 335 335 LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH Z ICC NO. M.H. D.S. M.H. LENGTH MAINLINE @ PLUG SLOPE @ PLUG / 4 SS080076 28.6' 27.0' 315.11 317.55 0.0903 5.90' a / W / 5 SS080076 66.6' 27.0' 318.33 320.11 0.0658 5.90' / - Z 6 SS080076 104.6' 27.0' 321 .55 323.71 0.0798 5.90' J Z N 0 30 330 330 // I v 330 7 SS080076 145.1' 26.9' 324.98 328.44 0.1287 5.90' (/) w w I EXISTING GRADE / 8 SS08D078 0.0' 44.8' 325.31 330.54 0.1167 5.90' I @ PIPE CENTERLINE - 9 SS08D076 118.6' 43.0' 322.73 325.29 0.0594 5.90' I PROPOSED GRADE / 10 SS08D076 79.0' 43.0' 319.38 321 .16 0.0414 5.90' Z m I @ PIPE CENTERLINE / N Q I I / 11 SS080076 40.5' 43.0' 316.12 318.24 0.0494 5.90' N p I / / 1 25 325 325 / 325 N N N / o 0 0 / - N N N - N N N PROPOSED GRADE // SANITARY LATERAL DATA SSLN-E @ PIPE CENTERLINE / a, fC fC fC W I /e LOT D.S. DIST. FROM LENGTH INV. EL. @ INV. EL. SLOPE DEPTH °C EXISTNG GRADE / P NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG o o u_ @ PIPE CENTERLINE / P,(- m o �/ $ X\A<8‘ 1 SSO8D080 0.0' 44.1' 311 .44 312.40 0.0218 3.39'20 / I 320 320 05� 320 6 / I QQOQ �NQ� Q` 2 SS08D076 42.4' 27.0' 311 .46 314.28 0.1046 5.90' -a v z v is / / � c c 3 6 `) v� 1 / O g�' 3 SS08D076 12.9' 27.0' 311 .34 315.63 0.1588 5.90' 3 a, a, .4 L/ /(9<</ 00 -c o 0 cc a 2 > / N 03 0� �P�� • / P G0, so �' J m �b �e SANITARY SEWER NOTES 15 I PV / 315 315 315 UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4" Q PRIVATE 8" SERVE I ACT R L PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200. LATERAL TO SERVE TRACT L o - - / LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE 0 0 - - - - - 8" PVC C900 WITH MANUFACTURED TEES. /�C p Q 0 Z N _ .� 73.36 LF `J W Z N SAN SEWER I Z W CL Q H r _ II- - - - I ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE pc W > Q LU - - S=0.0038 COLOR CODED GREEN. E_ o 120.76 LF 1 W Z m O 0 8" PVC C900 SAN SEWER I I BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE ' ' 2ce cc 1- W O Z cv, S=0 >_ cy) .0041 - QED 12" v _ GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, m 0 0 71- 10 310 310 310 MSEwE� - - NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE o W S1R NOTED. 0D cl Q IL W 2 > 0 z/ a THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION CC c) a) 0 m ccn & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 0 o Z 0 II „ W tWZ D O a, 05 1 N. H p J 305 305 0 J J 305 0 2J 7r '.�V ( p co () b 0o 2p r L O 20 � � ZO (0 � r ZO (0LO 2 � rr N � O r O w T . ' 00 W o co 0 _ co 0 o CO O c0 0 (Y) N d c O M co Z M r Co Co Z O N O Co Z O N c� co Z M z OCV co II � �2 J II O II � p2 J O (r7M II � oO2 J MMM II � prp2 J rc II c Or ' OwU) O H ,� ' W ". ' w (J) (fl ' W (A � rn � � , � � � QmrS ->>- � moQmN !! ! ul co co • ^ w Project o O w M "'' o O (D M U) . O + O U) Z 00 O + O U) Z o0 O + O w 00 N OC+vZ II H a + co a c0H Oowo opao13 OowoMop 0H Orw . M H DARBY RIDGE `o CO .. J 0 Co .. D1- ZZD Co .. � o ZZ0 Co .. � o ZZ0 Co .. LU Z0 SCALE No. 0 < u) 2 (� � J + 2 - - 0 (AHJ + 2 - - 0 (AHJ + � - - 0 o 3 + 2 - O • 30 0 15 30 (�(n (np� w NwmTEww w ()I() mrprwww () () mrpcwww Nu) mNFcww 141-037 � 00 300 300 300 � Type f) 2+94 2+00 1 +00 1 +00 2+00 2+51 1 INCH = 30 FEET ENGINEERING o oSheet L SSLN-E PROFILE SSLN-D PROFILE m SCALE: 1"=30' (H), 1"=3' (V) SCALE: 1"=30' (H), 1"=3' (V) C6.3 : _ LEGEND X X X x PROPOSED EASEMENT LINE D L Q Q x - - - - - - - - - - - - - - - - I o x x PROPOSED CENTERLINE 0 Q 12 o N 1 1� w M ` X OD - xXss SW - - PROPOSED RIGHT-OF-WAY LL I 1 p ti� - o p D z � � 0 - x c� cn - - PROPOSED LOT LINE Q J X x '� cn e, - - — — — _ I X CT — — BOUNDARY LINE z 2 a 0 Z o I XSD WV HIJNTW OD �T r Ox PROPOSED SIDEWALK/DRIVEWAY 00 I El o X`�4_ XW XW XW XW XW �CW �CW' XW �CW XW XW XW XW XW XW XW t _ - X (f, Q — BY HOME BUILDER r�/� I 1 x PROPOSED SIDEWALK WITH PUBLIC N — (7 I r X • X � ( FACILITY INFRASTRUCTURE PERMIT W Z p 1 - - - - - - - - - - - - - - - - �, 0 z 0 a t x X x , ►► PROPOSED PAVEMENT w I 4 „ wv � I� x X VALLEY L 1 = 12 3 I I I I I I I v Q x LOT 72 X O ci M PROPOSED STANDARD CURB & GUTTER W I • I I U I o x X .x I TRACT B PROPOSED STANDARD CURB cn W Z Z o Q I `� I 1/ Z Q = x W 1 x x X x ,}' PROPOSED WEDGE CURB O _ a >1.-".1 rII I I 11 nz1 X x PROPOSED STORM LINE & MANHOLE LL CI 1� " RIVER TERRACE CROSSING " I I w <x r 7 37.00'�, 35.0 ' ' 1 TRACTE a I ►♦.: " I • PROPOSED SANITARY LINE & MANHOLE x I O / w I I I I I I o � O�� 1 �, I LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 0 ��, ` X yli ® N �� + ► ♦� x -�;� PROPOSED WATER LINE AND VALVE TRACT K o �� ►,,,' O III w : I el 0 CO TRACT I Cl/ o /ice - - - - - - - - - - - - - - - - - • _11111111001III ♦� - - r I -/ ` j �_ ® PROPOSED 1" WATER SERVICE & METER mac\ ��so N �-�l, :ire ,/ XS XSD XSD XSD n �� j li I �X ��w Z p, C) r �.e 9 XSD XSD XSD XSD XSD r ■ p X r .o/ �. _� O aG XSD XSD LSD /!,�� - - — — — — - - iJ XSD v .r �.� XSD XSD XSD XSD X r ,,I N O Z��0 !!�7- _ ♦i �.� X x z PROPOSED HYDRANTroi-� l♦i►®�i, • , - OPEN SPACE • I �_ x o W o D ;, ^ � I PROPOSED STREET LIGHT -yrn o �- - - o I ►♦♦t ;♦ W1 v='`0 int" v) (SEE LIGHTING PLANS) �Q T X I I ,� i♦i� a:�i gip I $ 1 5 �' Bri � 1 �� p I /� \�, I Ohl I Ilir 1-i 17 , 4 I 1 I 7 . , k iit 1 1 1 , A 0 .‘14 X I IOF , I . I I I ��_. I a xX X WATER NOTES I _ CD I - , "'■ �'Tall '�' ♦�I♦I I! tI �♦,�♦� I _ _ _ _ " '0 cn I LOT 1 REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING x0 LA,. .111 k :j 1 ♦.►♦♦� � 1 I ♦� .. 35.r0 3 Q 1 8" WATERLINE. WATERLINE LOCATION SHOWN ON PLAN I 1►_�♦III I/ %% I / ®®" �i I 1 $ x �' X x x SET IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY I�♦�♦♦ ' I 1 ♦♦' 16I It ' I I I EXISTING WATERLINE LOCATION. I INSTALL 1 - 8" - 11 .25° MJ BEND W/ RESTRAINT JOINTS. ID X I ��, • �♦♦� I i � Orop x L(4 I ST. STA. 15+52.77, 9.25' RT. - SW PEACE AVENUE - - '♦: :: _ EX. HOUSE r ` i�i :' 1 I - - - _..,I T � �:�: ��♦4I I x INSTALL 2 - 8" - 45° MJ BEND W/ RESTRAINT JOINTS. I ♦♦ ! i ♦� ��!i. 3 c� ,� E/ O ST. STA. 14+08.91 , 18.41 RT. SW PEACE AVENUE ♦1- : I �► I 10 I 13 ♦.� ORCAS E„ its*, I I ♦ I I �� 19 x ST. STA. 13+78.72, 15.76' RT. SW PEACE AVENUE x I�♦��i: M. . al I I �i♦i I I I I ,ii+ 5 I i♦i♦ W 1 I i♦i� w I % / I' '�� 1 Ss x ♦��♦� I w C2Ok I I I �� I I O INSTALL BANKED WATER METERS W/SHARED SERVICE 'i'�'I ~ ®11 I ♦♦4 m ♦♦O♦ Elk i 1 - - - - (f' LINE TRENCH FOR LOTS 22-24. I ♦♦ - - - - - - - - '�•� ♦ ♦♦ p ►♦� i® 1� :. ►♦. 0. I X I ' ■I i■i ��' ' I I �� alk w V ,�� XII . o O PROPOSED FIRE HYDRANT PER CITY OF TIGARD - - - - i� ♦�� ♦��i� X 5 STANDARD DETAIL #542/C9.2. I I 741 � I �; �i'►; 20 I 1 X x1 1 12 1 1� iter,� x ST. STA. 12+38.40, 7.00 RT. - SW PEACE AVENUE. a I I I 1 IIII:♦�� I I'' ►� ► I II �1 SW INSTALL BANKED WATER METERS W/SHARED SERVICE / I� LINE TRENCH FOR LOTS 12-15.---;IL1 .' poi: �� - - - - - �: ® :_: ► - - - - I �, + XE�= xs� RESARIO Q I I _ / Q . • x " INSTALL 8" TEE W/3 - 8" GATE VALVES.7 1 LN 71I�� - - - - - - - - - - - O � - O � ��© �p�.r�,��®�� i � x ;� ST. STA. 10+07.00, 7.00 RT. - SW PEACE AVENUE a �L � �w�� .�!� �I 0, XV)i T "� X �, ST. STA. 9+93.00, 7.00 RT. - SW BLUEWATER TERRACE W Z 1 7 - - �'I "� ®® ,,,ed�� If/ 21 �E X ►�,� % 8 INSTALL 1 - 8" - 22.5° MJ BEND W/ RESTRAINT JOINTS. Z 9+I :: �)�0 . �r 11+00 12rillir2111 3+00 �� I� �, % YOST. STA. 11 +69.19, 5.34' RT. - SW BLUEWATER TERRACE w w►♦ o S PEACE A E �� I �� — — — c� CL 3 F V• �. ® MI ® MEIN I ®�® �� 4 II PROPOSED 2" TEMPORARY BLOWOFF W/8" PHASE BREAK 0 1 D�.I:AI I. L_ms w - �-�� 9 W oc • /1II - �s - .■ In% I `` 00 • O VALVE AT THE END OF WATERLINE PER CITY OF TIGARD ♦♦♦ `"""► ♦► �♦♦♦ 1�' r' ��♦♦♦♦�►�i"L':�°►Q U � 'M---1,4412131M----irMilliWYV-A"\+14•..-��♦ �., r1 STANDARD DETAIL #570/C9.2. m p .m11�1. .♦.♦.♦Z..,,.1aLI ®.�/1 ►_♦�♦_��►.Pl:ti1i -��iE �►----11►.1 ��---': �!��/!I% ♦� Q. •.. _", cL cn - - - - _■.■.■.�■.■ �:.---- - - - - - ------- ----- - • ,---•------ -- -- - .•---•.---,- .. ,. .... �0� �� V .� ♦i " ST. STA. 8+70.00 7.00' RT. - SW BLUEWATER TERRACE Q x I ♦♦♦�® � � � ♦♦ ♦♦♦♦�►�♦i►♦♦♦i�� i w � .�►♦♦♦i� ♦♦♦♦♦i�►♦♦♦♦i�'i i♦i� ®♦♦i�i►®®�►♦♦i♦i♦i♦i♦i♦i� i♦i♦i♦i��4 I�♦i♦i�►♦i♦♦�®®'►10 ice ' ♦♦♦♦♦♦♦♦♦''1'6 ♦♦♦♦♦':47♦�► ` ®iO MINIM" Q °C'� ►�►�� ® �.�®iI�►��•��.i•n��•.��._Is_� ►.��. ie��• ••...� � ♦ � I � � U' ♦♦►��♦♦♦I:®i�♦♦♦♦♦♦♦♦♦♦♦♦��®b♦♦ . . �' I 10 PROPOSED 1 WATER SERVICE PER CITY OF TIGARD 0 I I - - _ _ . •�♦��ii�i�i♦i iiiiiiiiiiiii i�' ii� . 11 �, ' ® �� ■ - - - x O STANDARD DETAIL #520/C9.1 (TYP.) X15 i♦ii0 I �� X O PROPOSED IRRIGATION METER WITH DOUBLE CHECK N N I I ►♦�►♦' 1 �� 1 1CD CD CD ` i I I I I I I I I I I 10 I :�� = ASSEMBLY PER CITY OF TIGARD STANDARD DETAILS N N CD cip I I _ _ _ _ ��+!l I I I O •� o #520 & 530/C9.1 . S p` I I I I I I1 1 �� j S I PROPOSED IRRIGATION METER WITH DOUBLE CHECK a a a2 2 W cn X I Wi '71 I �j . . I k` ' M x I 12 ASSEMBLY PER CITY OF TIGARD STANDARD DETAILSCI CI CI °C 1,11' 34 33 32 31 30 29 28 27 26 25 24 23 22 I 4�I o I #520 & 530/C9.1 - LIVE TAP EXISTING 8" MAIN. o o II I ,��1, I ♦11 I x ST. STA. 8+60.43 SW 150TH AVENUE (TAP LOCATION). m o II ®l I I I I I I I I I I . � ( IRRIGATION METER MUST HAVE CERTIFIED BACKFLOW p 1 I II I �i�♦, "y 41x BEFORE IRRIGATION CAN BE PUT INTO USE. �. -, I I I I I I I I I Ik - - . ��.I X 13 INSTALL 8" GATE VALVE I �! NTCS I I �% 1 !.. - IU ��I >�'< 1LOT 19 ST. STA. 13+25.00, 7.00 70. - SWPEACE AVENUE •�, :I): CL) o® �I �j�1 ( o a x° > L L • - - IBM11I., - - - - - - - - „ JRI II _ •I 1 14 EXISTING FIRE HYDRANT REMAIN. 1®I�III �s • . ��•�� -XSD—� TRACT BJ ;. ; � TRACT A �� jl x 15 PROPOSED PRIVATE PLUMBING TO BE CONSTRUCTED m TRACT o 1J 1 A . �. . . _ . Ll�®,�j10 COMMUNITY TRAIL _ - - 0, 401 - _ 1 _ _ _=_ - WITH SITE DEVELOPMENT.4__. n . . . ■ J ■ ■ n_i•mmmm .mmmm ■_ ■ r_ ■ ■ p ■ •r_ ■ ■ • ■ ■ r_ ■ ■ ■_ • a ■_ ■ r! ■ N ■ s ■_ ■ e0 - . ■_ ■ m_■ n, ■ _■ ■_ ■ a ■_■ r_ ■ _IN■_!N ■_■ P ■ _M■_ ■ A ■_■ r;!_■ ■_ ■ I ■_ M ■ _■ ■_ ■ !_ ■ r__ ■ _■ ■_ N!__! . I, $ / `�' �.f II _ I I „ NOTE: CONTRACTOR TO PROVIDE TESTING Q 0 o cal Ir o X AUTUMN AND CHLORINATION PLAN TO CITY. ci '`x I (n 2PZ 6 TAX LOT 600-2S117A l I e� Q cc 0 Q T DOCUMENT NO.2000-031295 I I0111 TRACT E V V Q� Q H W T I 26 ! 0 7.0xx z N o o 10°111 > Q W W m � o � cc CC I- m0z .cr co Xx 1 0 NW ° o 1 N > Wr L 0011rx � 0mQ� I o x � C'3acn o x 0 OZWO W to Z � 0°10 U a � aa � W mci = x 1 o o L 00 r 0111 x 1c. ca L ��I�fr4c) x I I Project r I cn o DARBY RIDGE o I x x (-----; 30 0 15 30 co X SCALE No. 141-037 = = M = Type xx I ( 1 INCH = 30 FEET ENGINEERING x I ►..) Sheet m 1 l i � — — LEGEND 1 - - - - - - - - - - - - - - - - IflU 1 _ — — - \"" / SEE SIGNAGE LEGEND, SHEET C8.1 O Q I N O1 INSTALL STREET BARRICADE PER CITY OF TIGARD LL o J o I — — — — — —CC * STANDARD DETAILS #436/C8.1 & #192/C9.1 . 0 z D g d J _I • a I W SW HUNTWOOD ST _ 2 INSTALL PRIVATE STREET NOT MAINTAINED SIGN z 0 ~ d. O PER CITY OF TIGARD STANDARD DETAIL #416/C8.1 . Z W Z 0 il 1 W _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — • W /. O INSTALL SPEED TABLE & CROSSWALK STRIPING PER - = O � H >_, 1 ( A CITY OF BEAVERTON DETAIL #255/C9.5 N ¢ — 0 J I I w a. " Vi 0 RE STRIPE PARK ACCESS MATCH EXISTING STRIPING. LLI 0 z 0 0.z 0 Q LOT72 J I I I I W I; TRA( _ N 3 M a I GENERAL SIGNAGE NOTES W o I I ° d a 1 . TRAFFIC SIGNS SHALL BE PLACED FURNISHED AND W cD Z o 42 I e I ERECTED IN CONFORMANCE WITH THE MUTCD AND THE Z i Q " I _ 4 OREGON SUPPLEMENTS TO THE MUTCD. STREET SIGNS "' I- a I I 1 1 " RIVER TERRACE C R O S S I N G " I . ,:r• , Q .° I TRAI SHALL MEET MUTCD, STANDARD HIGHWAY SIGN AND CITY O J 1 •♦�� 1 OF TIGARD REQUIREMENTS. I a > 0 :d �i�i I . . I U d LOT 79 LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 !11..:11-4. '1 2. STREET NAME SIGN LENGTHS TO BE VERIFIED WHEN EX. AC TRAIL/ � � aMAINTENANCE TRACT K O a TRACT 1SIGNS ARE DESIGNED. STREET NAMES ARE TO BE ACCESS �•� VERIFIED BY THE COUNTY SURVEY OFFICE PRIOR TO Lc I I I `�\/ I%. . . . . / — — — — — — — — ORDERING. C cY — — — — — — — — T D , o3. MOUNT "NO PARKING" SIGNS AT A 45°ANGLE TO THE CURB. c\ z Aso N\I — /i .'. / OPEN SPACE _ _ Ali 4,,,� Z� � o— — — , -.►� 15 /\ \ ICI1 Ja / 4. STREET SIGNS SHALL BE ATTACHED TO LIGHT POLES o ; ,��!I ►�♦�� $ ►�Qi� WHEREVER POSSIBLE TO MINIMIZE CONFLICT WITH STREET — w o0 I I © I ii'�� =�.►i=i I Mill I►�•iI I I ill 4 41 -, •,- I 1 7 / TREES AND DRIVEWAYS. a' oczz �o -4-- • 1 . I iki_iI /(2 w o' o d. 4a A I / `♦, is . ♦�I < Fr a 4 a sll �i1 — — — — Q II is 1 ♦;��4 9 14 16 a d d ir,JI I - - — — ♦I ♦�� aa a Ilir NOTE: MOUNT SIGN AT 45 I ♦ ® ° �� DEGREE ANGLE TO CURB I 6 %�% ;',.- II. 1 ® d / � / LINE. 21 h—12'—01 > ►•- I.♦4 EX. HOUSE4 ° 47t 10 NOPARNGSIGNAS 13 I 19 ►�I 5 1 ,►�, it. I 14 vr UNDER 18 �; �� I I < I v �, % I I � SEPARATE 0 4 © 6 ANYTIME I tZ ,.i I , - - - - - - - - I ��p00�� a , II - - - - PERMIT WITH 0•,♦, 6 I / ��:, 20 WASHINGTON Q — — - - JIl. : ,4 I I ® ► pI 11 I 12 S 1 II o / �� / couN1-Y AV7 / lail: f'11 4 I�i4% ,OAL. I 2 1 9 , i� �� /-1 / / r' ®00 O 7 S 1 Is 5 i ®I/------ ,._ • I SW - - - 44 11144. ; I ROSARIO CL -H il .-- i 11111111C-: / 6 i /1 LN i '441 m pr \ jl ~ I ��• !" 1 INSTALL PER TYPICAL SIGN I 1 �I 4 ** / ©© /44 INSTALLATION, SHT C8.1. I' 3 I _ ��SW PEACE AVE0� -li 54#4/ / FINISHED GRADE OR I I iti6r I I ! I Mk 1_1 • _ // H I SIDEWALK W LLI w 1 ♦�♦1► • • •i O�O�♦�♦ O,4141♦�♦WI Wirint:. l► roMPAI," , ® �� / a � ♦��r.�N•� • / �� - - 1 �i��i��i �ii / O / �� ♦♦ ♦♦ ♦ ♦ ►♦♦ r►� ♦•♦ ♦�►♦♦ �� ♦♦ �♦ ♦ ♦♦♦♦ .• ♦♦ ♦ sa►� ♦•�♦�♦�♦,►�♦♦♦♦♦ oe•• �\�®� L (PRIVATE STR-ET) , ��/��// //�// — — — — oll ♦ ♦♦♦7 ♦ ♦ • ® ♦®I♦®I♦®•®♦♦♦♦ A�♦♦♦♦♦♦♦ ♦♦♦♦► ♦ ♦ ♦, ♦�♦♦ ♦♦♦♦®i♦♦♦♦♦i►JiO�♦♦♦♦♦♦♦ ♦♦♦♦i ®i r►►♦Oi®i •►♦®♦�► � ...-.ate `® ♦ _ Q oc 2 1' ► - — _ — ♦��•�®�ii s�ii i iiiiiiiO�i�i!H�i�i�i�i�i�i�i I '��/%�// ��%�%� z m Q _ _ _ i2L4 4 7 AA IM F zx I .____ _i_ _ O. ,_______ a H 1i� > I) ��i�/i�/i�/i�/i�/i�/i�% 0 1 1 , 4 4 � 1 v v v I 25 1 4 ♦�I �\/�/: \/,,,,�i,//: V� o I I I I 24 1— — 0ai I34 I 33 I 32 31 30 29 28 27 26 I S 1 23 I 22 %�1 ® I I I I I I I I I I I rs.io 0 0 I t r I ;,I N N N NII L.� I d1�•'��' I / �� SW 150TH AVE. IS A WASHINGTON 2cc, 2cc, 2 LL 1111 1 1 i� 1 =I / / COUNTY ROAD. THE PROPOSED °` 4 �;;; I I I I I I I I I I I �� ® I I I I I I I I I I � SIGNAGE AND STRIPING w o A � �\ '" _I IMPROVEMENTS ON SW 150TH AVE. m 4 ® �� I ji ! jt _____ t I 1 _ ' WILL BE REVIEWED AND APPROVED o °' ®®i iI © _ _ _ _ _ _ _ _ _ :I �� BY WASHINGTON COUNTY UNDER A . 7%! ■ ■ ■ ■ ■ ■ dI �s A :7.2— L GJ • . .0 GJ 0— TRACT BLIP TRACT A off `►, SEPARATE PERMIT. ' A��`#' 1 d o 0 oc a x > TRACT M COMMUNITY TR1A11 I COMMUNITY TRAIL _1 1 ====�==== ■ ■ r,•_■ • ■ 1 ■_•m • _■ • ■ p•_ ■ r • _■ ••p ■_ ■ r! • _E w•p ■_ ■ , •1° ■_ ■ LI•_ • g • _■ ■_•L•_■ r_ ■ _IN■_•a •_• ■ ■ _N■_ ■ LI ■_■ r . n—o-2—�0—, 'dim - m --. 4014.i, I ', I 2 O TAX LOT 600-2S117A I . I Q DOCUMENT NO.2000-031295 I coIf 2wzz ai d o cr o N I I z WaQo uJ Fici N o Cl) CO C o I I cc< Iwoz W m 71- I I 1 0 � m � o NW w CD I N 'aLW o 0 o = z > E I I Id CC cQ C1D O I 0 02aw � zI I 4aU I 4 QOm c0 I �A aa � ca ► ci ii‘ 0 V o CD / I z 5 I w rn I Project N I I DARBY RIDGE co No. 0 r 30 0 15 30 141-037 M = Type I 1 INCH = 30 FEET ENGINEERING 4\\,..........► Sh C8.0 PERMANENT SIGNING LEGEND H 1-1 GENERAL SIGNING NOTES: GENERAL SIGNING NOTES CONT: II \" 0 CC I co 1. Contractor shall supply and install all signs, and is responsible for staking sign locations and 8. POSTS: obtaining utility locates for staked sign locations. Signs shall be located per typical sign location ` 1 2 12" c� Jai w .::( 2 Lc' or as shown on the plans. It is the contractor's responsibility to verify the final street names with A. A 2 X 2 inch X 10 foot(min.)galvanized"Unistrut Telespar"12 gaugeperforatedposts or S'�OP / \ o P B g 24"min. 7 \ z the County Survey Office at 503-846-8723 before ordering and installing street name signs. approvedequivalent shall be used. sign clearance NO NO to street • .c i.• TYPE "R" DEAD END NO I • 0 d 2. All signing shall conform to the Manual on Uniform Traffic Control Devices and the City's B. Sign combinations and minimum sign mountingheight shall determinepost length. •'� STOP ` 1 SIDED 1 SIDED g g '': 30" X 30" PARKING PARKING Z z z permanent signing legend.Spacingbetween letters, words,numbers, and/or s mbols shall be in 1 - EACH 13- EACH 5-- ..:":4 O U conformance with the Standard Alphabets for Highway Signs in the MUTCD. C. Large signs may require larger posts than the minimums shown above.See QDOT Std. Drg. • •.':. HERE TO 18 ANY 18 0 a TM681 for additional post sizing requirements. (3 second gust wind speed=95 MPH) •.;•,:• ••. ,`:'. '..'..'• 2 SIDED 2 CORNER 3 TIME 4 v=i ••••••• •i;:i. :: •: is ",: /� 2 5" 2.• .•.v 3 EACH n SIGi� ) 1] o 4., 2" D. • No other type of post shall be used unless prior approval of the City Engineer is obtained. +• '• r SIG'"� 2 EACH SIG SIG VJ ¢ l ii 2.51-L L 2,. 8" '.. itiy'',:.a •:•1. ... . 12„ 12„ - W . Z 0 iv sw Main st I sw 165 th Ave 9. All signs shall be aluminum. Plywood and polyplate are not allowed. • :'•7•.;..?•.:.«•ii• -H ** 1 �** 0 • 10. Contractor is required to submit shop drawings for City approval prior to fabrication of all - •'.s•• •S� ,-•-• T non-standard drawings. %.-':':,•- ` i' • :fyPw( ,: NO NO Peace 7Bluewater i_ W Local 2-Lane '� +�. a 1 SIDED 1 SIDED SW Ave 8 SW Ten• 8 w :.�:•: . •,•,`� • ,= i PARKING PARKING / - / N • �•,.�M1 4 EACH 3 EACH 11. 2-1/2",7 gage heavydutyanchor is required with 2"post. 3", 7 gage heavydutyanchor is ~�:%t• .•'' 2 SIDED 2 SIDED o0 qg gp 4 g 8 .•� 1, ANY 18" ANY 18" 3 - EACH 1 - EACH W z 0 L6 12 - required with 2 /2"post.See contract plan. •• TIME I TIME j 6lI I 1 LLI 3 j, 3" + �� SIG �* SIG SIG SIGi�I\ cD Z o f SW Main st Fli I sw 165 th Ave Min.vertical clearance - \ •Sb z Q 171 IT SIGNING CALLOUT NOTES 7 ft. to base of sign 9 ft. to base of street rname ,04..te, 'I z H a I sign if mounted alone Sri/p ** + ** + O z 2-Lane All Speeds or Multi-Lane 540 MPH O Install new sign Face of curb ! k sw Haverly Ln 8" sw Starlyn Ln 8" a d 5' a Install new sign (N)on new(M)support SIGNING TYPICAL STREET SIGN PLACEMENT -B' g 2 SIDED 7 2 SIDED 7 5" 18 + raN Remove existing sign(N) DETAIL k 1 - EACH 1 - EACH I sw Main 5t I sw 165 th Ave ® i' SIG 9 ) SIGN 10) Remove existing sign(N)and(M)support T r Sign name Sign tree N MUTCD number Multi Lane > 40 MPH ® Reinstall sign(N)on new(M)support Sign size ** SIGN LENGTH TO BE VERIFIED WHEN SIGNS ARE DESIGNED. CONTRACTOR SHALL NOT cY� ® sign tree !. ORDER STREET SIGNS UNTIL PLAT IS RECORDED. c\4- Z .,SO N 6 5" q.5" EXN Maintain and protect existing sign(N)and support Sign number MAJOR ST. P j � w� z 6. " 1 +12 21" 6 EXAMPLE SIGNING LEGEND1 ij Z ° o _ 4.5" + Reinstall existing sign on existing support n- - w o0 fSW Main st f I sw 165 th Ave ® Sign tree Sign tree 2 CD O - O T} N=Sign number �P� Q M=Materials,options are: Cross Intersection Tee Intersection l�f'�� 1- Overhead ST=Perforated Steel Square Tube Sign Support VI Ci SP=Sign Pole Mount TYPICAL INTERSECTION SIGN PLACEMENT • SSC=Stainless Steel Clamp Q 3. COMMON ABBREVIATIONS: MA=Mast Arm Street Name Sign Mount ' Ave=Avenue Ln=Lane Rd=Road s/,6'galv.or Blvd=Boulevard Lp=Loop St=Street aluminum Cir=Circle Pkwy=Parkway Ter=Terrace SHEETING MATERIALS: alloy washer Ct=Court Pl=Place Way=Way Dr=Drive School warningsigns: Diamondgrade fluorescentyellow/green dri x�' drive rivet 4. Prefixes shall be used for all street name signs reflective sheeting,Type IX wial...._riiii Sign face -. II Prefixes:All upper case letters Suffixes: Uper and lower case letters Overhead signing: Diamond grade reflective sheeting,Type IX �ii� (including street name signs) �^ r", Superscript for numerical street names:All lower case letters ( g 5. Letters and numbers are"C"series letters.The"B"series font may be used if the sign blade is Stop Signs: Diamond grade reflective sheeting,Type IX with - Anchor2Yi"xZYZ greater than 48 inches in length. protective overlay film ■� 36"deep 2"-4"above 6. Street name signs shall be white text on green background and private street name signs shall be Al)other signs(post mounted): High intensity prismatic reflective sheeting, Type IV curb or �: white text on blue background. sidewalk One manufacturer's sheeting splice is permitted per sign.Contractor splices are not allowed. {��//('�`�� ■ ■ ■ ■ 7. Use ODOT standards for mast arm street name sign spacing. Splice shall be horizontal with the upper section overlapping the lower by a min. inch. j7L�I,\i J ' (in tC"' Iw \ \ \� �� /\j.�>♦ Post ur J 'For local 2-lane streets with speed limits 25 MPH or less, reduced size may be used. ' .•'' \�/_ "�� Sign post 2`x 2", ) \\j� � j 12"deep114 r \\,\\•N/�, Anchor II 1. NoSnuts or bolts will be permitted to fasten any sign to I: 31' x 46"steel metal posts. Q drive rivet 2. Two drive rivets at right angles •I or right angle bolts shalt be used to STANDARD DRAWINGS SCALE. NONE TYPICAL SIGN POST INSTALLATION fasten the post to the anchor TI40506 SIGNS AND SIGNPOSTS DATE:MAY2022 L . -_ - I Z W 0 W z J O w 0 W w o 4'-0" min to 16'-0" max w/ (2) posts ›- CO CC 1'-0" 1 A V pC Q I 414. iiiimnrik, ... , " 11111 typ Q N o 18" I///////////. h. Nc Na nAN I .. ////////////. 0 0 0 - ,�� R� IN:G PAKG . 2.5 PRIATE c o o c (a fa fa W r 45° /6„ jN ; ; '� Ground line � � me' ' E„, _ Galvanized "Unistrut2 espyr 2 ga$ee A Tel " or 1operfo ted post . e 14' 0" J -0 o ai ai .111.11.1.11111 Section B-B for sizes Er O.C. max 1 2 c 3 t, in- . len the � � Z � �a2C c a) cu v;I 3 �•d ELEVATION o 0 o°c 2 = > 12" R= 1.5" R7-1 R7-1 iO4 STANDARD R7-1 • 2.75" NO PARKING I- 7.5" 7.5" _ 2"x2"sign post �, 2Y"x2Yz" anchor (36" L) (6'L, 12" embed) m NOTMAINiAINEDBYii . $ 1.5I' - .. Q 1.5" N. „ , : , . = . 2"x8" rails w/ �� ai CITY Fi TIGARD f 1.5 E" gal/bolts, II �__ .. . ■ cn o w oZN inuts, Ewashers - �■� W O ,- 1.5" 12" i z - CC CC Q • N o f (2) drive rivets I' o Cf)set 40° apart .5 Q = LL O Z C\IME E T( - p o .. , 0.375 SPACE _" I-- m - 71- 0.375" BORDER SECTION B - B 0 0 > w el -'CORNE'R 'co } �� 12" N2 <L > NOTES: WHITE LETTERING ON BLUE BACKGROUND + NOTES: 0 - z 1. A parking prohibition zone is indicated by signs at the start and end 1. Rails must be white and red encapsulated lens 0 O o points and possibly at intermediate locations, depending on the length. .. / �� sheeting. O 0 Z W o co The standard spacing for no parking signs is 200 feet. Sign spacing can be / , B B 2. Rails must be 2"x8" pressure treated lumber. vi increased or decreased based on sign visibility and engineering judgment. R7-1 MOD 3. See Manual on Uniform Traffic Control I_I J Q CC m a N. 2. The no parking signs must be installed between 30 and 45 degrees to the (See Note 3) NOTES: y 3'-0" Devices for Streets and Highways and the CC i� 0 roadway alignment. Oregon Supplement. 1. Flat blanks shall be 0.080 inch gauge with 6063 T6 alodine coated aluminum substrate. minCU 71- 3. 'No Parking Here to Corner' may be used when the distance is less than 4. For wider applications, multiple sections to be ris 2. All letters shall be white series "C". SECTION A-Aplaced with 4" separation. 150 feet to the intersection radius return. 4 P 4. For sign mounting, see Standard Drawing No. 405. 3. Background shall be blue 3M ScotChlite brand High Intensity Reflective sheeting. (' 5. The above barricade indicates that the traffic m 4. For sign mounting, see Standard Drawing No. 405. passes of the left of the device. If traffic is to o pass to the right, the stripes angle must be z reversed. rn illProject T � • pr. DARBY RIDGE _::1 No. co SCALE: NONE SCALE: NONE � SCALE: NONE TIG. NO PARKING SIGNS 407 TIGARD ' PRIVATE STREET SIGN 416 STREET BARRICADE - TYPE ill 436 141 037 DATE:MAY 2022 �� Type DATE:MAY 2022 DATE:MAY 2022 -ui _ = .: ,, i -r`.;rr '.. . :. rt 7.-. .. ENGINEERING o Sheet L 1 a '--1Q STOP SIGN LOCATION D U Q co (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK 0 Q I N CURB JOINT DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING ��yy w SEE STD 3" I.D. SCHEDULE 40 1 LL J oa DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW 1,y 6' DWV (ABS OR PVC) PC/PT o 0 PIPE W/COUPLING / \ T - rcS'' vJ J a____.i 1' BATTER - _ O �- 2% f - ui n=u a=n=i r iniin SIDEWALK Z z_ Z 0 ROAD 1" 6,> 1„ R ° a ° 1111_ - - CURBSIDE - > ROAD `-• -N t H1 3/4„ R 6„ EDGE --,� lu= 7 s� �' I 'f-fif-•11,11f-[161. ' MI1=-III-' a ° ° < i�� 12„ O TR �e �' 0 0• 3 a• . . =1II=1 11=111=111=1II _ � - 6'' 4 1/2 iii, 1"- ,> 'I=,�� NS (� - (7 2" OF 3/4"-0" BASEROCK TI„ '__.....4,_ ° a ° ° ° a MAX. lEL ,, �� cp' w 0 ° ° d Iuu z 5 -_-� DRAINAGE BLOCKOUT o o °° 6. . ` O Z a / COMPACTED SUBGRADE 6" -� �� / 3" I.D. SCHEDULE 40 �.- ° ° ° ° ° `��„�� TRUNCATED DOME / J 0 § ° BASE COURSE ��-�� DETAIL s \9A 1 5 -- _ DWV (ABS OR PVC) -II- /� N O0 ° z-_ PIPE W/COUPLING - 24" I �0 t �� W z 0 M � d ° ° a COMPACTED SUBGRADE o U o \P0 �, �� 1 W SIDEWALK ADJACENT TO CURB 0 00 0,,°o o ° ° 16" `< 2' P�� z Z o 0 0 04 0 0 0 C o c�Q\.' EXPANSION Z Z J a PLANTER �� 5' MIN. ROW 40 0Q O ,, d ° O O 0 6Iw p <� JOINT (TYP) Q z pv LL STRIP _ a .r o Q GIP Y cK nAn J O �_ 2% 6" O Q 0Q ° ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 0 0 0 C 1 Q z LL LL d 40 o 4 1 Q PC/PT ROAD4. �,,;•::_•;:_.� Q ' Q d CURB � W _1 I- • _(=''�if-•1i`t-iir=11�=1:"off-ffl=ff1-111 �' 2. EXPANSION JOINTS: o cn EIII illyllEIII=III�, �IIl lI1-1 A. TO BE PROVIDED: N ' ° 1=11 IIIIIIII-1 g 1) AT EACH POINT OF TANGENCY OF THE CURB. 2" OF 3/4"-0" 2) AT EACH COLD JOINT. RAMP TEXTURE &._.. 1 COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL PLAN VIEW �� :cOc4so NNOTES► 4) AT EACH END OF DRIVEWAYS. 5-w P SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. - - o B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 0 D A. TO BE PROVIDED: . .,;(3), 0 • .� o 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' 6 �P� 2) AT EACH COLD JOINT. 3. CONTRACTION JOINTS: �`r� �-\, 1- 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. FLUSH No 3) AT EACH SIDE OF INLET STRUCTURES. _ _ % o 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. III III=III- 12: 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 1=III=III=II•g•o �° •4,°o-oob ae;°a °bo ° <' , .. Q IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. '�-III-III=11T 11fll=III-ITT 111-1�1= I =°° `' '1=111=111=1 I I=1 -11 li -III 1 ° ' PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT ��1- =M71I <,. «:oq•,, eo�•,°gao SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO -III=II =°-° WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. °° '=III=II o o ° o o° ° o° 0 0 4 P.C. CONCRETE _ Sao ° o 0 0 000 0 00 II=III i� o0 00 00 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. -III.i lII III o°o° o o° o 00 0 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2" 3/4"-0" AGG. BASEROCK =III-11 ° o 0 0 °0o°ocb o° 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NOTES: A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. CI C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. Ce6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 EDGED ON 4 SIDES. Q OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 0 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO. 146 APPROVED BY: I APPROVED BY: APPROVED BY: I APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. - J Ellr ENGINEERING DIVISION CITY ENGINEER CONCRETE DWG. NO. ENGINEERING DIVISION qTY ENGINEER STANDARD DWG. NO. MI ENGINEERING DIVISION GITY ENGINEER DWG. NO. ENGINEERING DIVISION GITY ENGINEERWHEELCHAIR RAMPDWG. NO. PUBLIC WORKS DEPARTMENT 1711! PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT � PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. /� 13125 S.W.HALL BLVD. CURB & GUTTER 13125 S.W.HALL BLVD. fir^-sue TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 120 2O �wr��71 TIGARD,OREGON 97223 JANUARY 2013 CURB 125 25 TIGARD,OREGON 97223 JANUARY 2013 126 TIGARD,OREGON 97223 JANUARY 2013 STANDARD CORNER 128 2 8 IGMED VOICE:(503)639-4171 1IGABD VOICE:(503)639-4171 aaaarA= VOICE:(503)639-4171 IGAI D VOICE:(503)639-4171 v W I FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 FAX: (503)684-7297 APPROVAL DATE 0 Z 0 V0 EXISTING DRIVEWAY - = w Lu w CONSTRUCT 1/2" TO MATCH WIDTH & GRADE 3/4" RADIUS LIP I- ° 0 EXISTING DRIVEWAY - A EXISTING DRIVEWAY - CONSTRUCT DRIVEWAY APRON N E MATCH WIDTH & GRADE R/W LINE SEE NOTE 3 MATCH WIDTH & GRADE MIN. 3" SAWCUT AND Z m A VARIES A VERTICAL BREAK d - 7 R/W LINE I R/W LINE -4 ,' o°• '. :•• • '••A • .• .. . O < U SEE NOTE 3 12% 2% SEE NOTE 3 EXISTING . • : d <. V VARIES 5' MIN 1 2% SEE + 6 ► a GU'TTEf�° ' . ♦• NOTE 3 SIDEWALK PAVEMENT • SEE NOTE 4 SECTION �° 0o • '1.4 •, �•o,,-AR_�` CV CV 0 N N 5 IMIN 2% SIDEWALK 5 IMIN 2% .[//- SIDEWALK ,�� '�• • 2" OF 3/4"-0" COMPACTED AGGREGATE 0 0 CV CV o N N N i i t CURB AND GUTTER , SEE NOTE 2 A 2, 2, +; ,i SEE _ 30' MAX SEE o 0 0 LANDSCAPE �� NOTE 3 LANDSCAPE 6' 6' LANDSCAPE �� NOTE 3 LANDSCAPE SEE NOTE 4 STRIP SEE NOTE 2 NSTRIP 10' MIN SEE NOTE 2 STRIP STRIP o o w I_ _ 3%4STRUCT RA RADIUS L P' TO m A A SAWCUT MIN 2' >. >• FROM FACE OF CURB o - a; CONSTRUCT DRIVEWAY APRON c 3 z (I In 30' MAX 30' MAX aD 3 a, a, N 3' ► 3' -� PLAN i- 3' 3' -f •C c .5 0 •� 10' MIN 10' MIN / • o o 0 CC a = > PLAN 3/4" PROJECTED TOP R/W �P� PLAN /" • EXISTING i//�j/� ►' • •R/W �P� OF CURB 6" \�� R/W �P� PAVEMENT �� . . .. ••.. ►. ••• . _• t m 6 LOR�JE 0 8 OR�JE SECT ON aC '�' --,. el�.arr.ti 3/4" PROJECTED TOP 2% MAX PROJECTED TOP �� OF CURB 22% MAX I f- 3/4 .'�-v� OF CURB 2�% MAX '�. i �; •� STREET I d • 2" OF 3/4"-0" COMPACTED AGGREGATE Q ° ° ° °!,a - .• • .• •: • : .° ..••° •° °° • Rid, ° °.° 1� c� STREET I ° III III II �R/V o 00 ,00a ' ' 4. Fl�iq STREET I III III `1 �RiVF ✓. w a STANDARD CURB rn 0 0 °° ° F ouse •' •�•• / q pw0 O ° ° •a ' ° d .e ' - =j 1�o° i i �/4)- o O ° �°�O e•o�o' •oo•°o• :o��•°°o oP a:•o•o°o° Y /° ° a I - 1 III' Y Z ° ° O ° • ° i ° ° ° 1 - O ° o ° ° ° •° ° o �d O d° 8 a 8 • • III ° � -I°I I _ r o�°o'000 • •' ;°_ II i111 . j1' 000000 0°°0000 • - II i1�1 j1� z W W > Q r o 00000 • - II;II o0 0 00 -111;11 CC CC 000 0 0 ° 0000g o°°�o �0000°o se o• I1 2" OF AGGREGATE oo°o° °o°o =osoop°° °0 • 0000°QpOe° I1 SEE NOTE NO. 4 NOTES: _ W W poop 0 0 ,1, ,�11 III=III-1 i 1=1�i-1 l ITI i- o o , o o ° °• ° C� (A ° I 1-1 11=1 1=1 -I f1 -I -� =1 0 cc 0cc - "'-11 1=11 1=1 1=1I I-1I I SECTION A-A (3/4"-0") COMPACTED 0 - -"'-'1 1=11 1=111=111111=II' Q W W m w 01 . SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE a 2 p z 0 2" OF AGGREGATE " °C ~ m c,� 2 OF AGGREGATE TO CURB FACE AS POSSIBLE. p 1- SECTION A-A (3/4"-0") COMPACTED SECTION A-A (3/4"-0") COMPACTED o N W - la OT NES. 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS c:, > w W 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. DIRECTED BY THE ENGINEER. 0 N 2 W > -o NOTES: NOTES: C c0 O D 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2 RADIUS ALONG BACK OF CURB. 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET d• 0 cn o OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED Q o z w W U 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. W z 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED U Q Q „ MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. W 0 CC m r` 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2 RADIUS ALONG BACK OF CURB. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2 RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING CC o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 4. SEE STD DETAIL NO. 146 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. N ro MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0 c 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. 0 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. o c (FOR COMMERCIAL DIRVEWAYS ONLY) z APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY:c CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE W OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. Project / �`':� STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION �`` ENGINEERING DIVISION�' ENGINEERING DIVISION rillSTANDARD DRIVEWAY DWG. N0. COMMERCIAL i lo PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER DWG. N0. ENGINEERING DIVISION CURB KNOCKOUT DWG. N0. CITY ENGINEER CITY ENGINEER DARBY RIDGE II-` PUBLIC WORKS DEPARTMENT IPUBLIC WORKS DEPARTMENT C� 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2016 w/LANDSCAPE STRIPS 141 TIGARD,OREGON 97223 JANUARY 2013 w/CURB-TIGHT SIDEWALK 1 42 TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 143 TIGARD,OREGON 97223 JANUARY 2013 FOR DRIVEWAYS 1 45 N0. o TIGARD VOICE:(503)639-4171 r FAX: (503)684-7297 APPROVAL DATE � D VOICE:(503) 171 TIGARD FAKE:3)6)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE � VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE 141-037 Type o ENGINEERING 0 .o sheet L co a ,5 Q As required in D w ty ical ► - 10' MIN. ► Off ofpconsteuct�onU Q Street 32' 0 Q I N Street n� w "' f �. plans 16' 16' _ 8" IL D 6" CLASS "C AC - OR - 3" CLASS CAC Area (4' MIN.) V z ON 8" OF 3/4"-0 \ / 1 T—cut (see 20" i J STREAM / /.i i� Surfacing /OAnote 1 ) i TYP. �__________��ArA 5' MIN. Z z 0 �— 2% SLOPE TO /� =III �ii 1„, i tj Topsoil or as I GROUND 45 d =Hi 00 .o..: :. ::o•0 0.. :'o: °_III- Oa w va directed �� — o. . .o. •. .0* o .. p o. o ' 1ii a O Base Material ...., . . ' 1tiN =III— — — , 0•0. .0 0 , °n.O o .O. o •I 1=1 I i _ n^�� 18„� �Z k ✓ \\:� 6„ Q — (�7 I I=, I I1=1I I, I I1=1I I I I1=1 r 111-111-111_11 = I1= °� .��/ ,� - o a 4. _ I 12" z• WC, o O �I �0�1�� A 0 = 0 COMPACT & STERILIIZE SUBGRADE � SEE POST Q ¢ a a C 0 0 0 Y SUPPORT DETAIL a w 3 OQ o r N � N FABRIC O0)0( � I� > � 1 � o � Wz0 MAINTENANCE ACCESS O� ° ° o W ° M OV - r)n7qC _ Z Q _ �, / )OOo w > - . w J 0 — Z SE 0 1. MATERIALS: 0 H ;� _ sliCo. co E 0 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL FL . L-L, I > 0 MONUMENT CASE & COVER POST. ► 5' MIN. �o � � c - -� � c (D ° i �� i■ „ „ )• o Q o o a) 0 a1 0- 3„ 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED 2 1/2" A.C. N 'Q N 1 u) a) I- GROUND 0 STEEL STIFFNER POST. N 4 OF P.C.C. ON 4 OF 3/4"-0 ` �, a: 4 D , NOTES: o `'- 6` �� °' \� \\ \\ \- 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED u„ I�— 2% SLOPE TO STREET < ° - U 0'Qw� rl Q \ opr- STEEL ANCHOR. c\� z./so c� ll—III=J11 T„ , ` r��/ �� ii=111=11, 1. MONUMENT BOXES TO BE CAST IRON OR �rll= 0 0'.. :o 0 00 0 .0:lll�iilll,�111 6" Min bedding /: 14 ALLOY SUITABLE FOR HEAVEY TRAFFIC 6" 6 0 „ z z o 30CK WASHER,/8" X 3 " RA5VA61ZCORNER gOED HEX D BOLT WITH w o _° o below outside of /LOADING #1036 OR 1033 SUPPLIED BY: MINQ ,, MIN2 - o o o II II III11 II II pipe bell 3/4 — 0 O 7/16" X 5 , GALVANIZED CARRIAGE WITH FLAT AND d� ,� P� Q 4" A.C. EAST JORDAN IRON WORKS, INC. crushed aggregate 1 ' LOCK WASHER, 2 BOLTS PER RAIL PER POST. �fj��/ \ �� ~ FABRIC (PART NUMBER 3680) y T �� 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND Jcy W o 13127 STATE AVE 1 � � !� WHITE CROSS RAILS. Q PEDESTRIAN PATH OR BIKEWAY MARYSVILLE WA 98271 . '. 1 > (360)651-6144 2' Min Trench \\\i A \\�' \\> 0 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SALES REP: (503)367-7925 foundation \\A„... �\\\� FOR STREETS AND HIGHWAYS AND THE OREGON NOTES: stabilization O SUPPLEMENT. 2. ALTERNATIVE TYPES MUST BE APPROVED if required 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" BY THE CITY ENGINEERING DEPARTMENT. q 0 3F-1 BARRICADES 6C-8 BARRICADE DESIGN 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 6 FEET APART, 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 6C-9 BARRICADE APPLICATION EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW NOTE: POST SUPPORT DETAIL Q 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. FINISH GRADE. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. Ce ACCORDANCE WITH THE CURRENT STATE OF OREGON 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION IC( 4. COMPACT AND STERILIZE SUBGRADE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 4. BARRICADE FOR SIDEWALK IS SIMILAR. I APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: ./) mi CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARll NO SCALE II CITY OF TIGARD NO SCALE v OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. ENGINEERING DIVISION MAINTENANCE ACCESS OR DWG. N0. IMP! ENGINEERING DIVISION MONUMENT DWG. N0. IMP ENGINEERING DIVISION TRENCH DWG. NO. ENGINEERING DIVISION STREET DWG. NO. i CITY ENGINEER CITY ENGINEER CITY ENGINEER CITY ENGINEER Q PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT ririll 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. ��7� TIGARD,OREGON 97223 JANUARY 2013 PEDESTRIAN/BIKE PATH 166 /��p� TIGARD,OREGON 97223 JANUARY 2013 BOX 170 7O TIGARD,OREGON 97223 JANUARY 2013 BACKFILL 1 8 O TIGARD,OREGON 97223 JANUARY 2013 BARRICADE 192 9 1ZGARD VOICE:(503)639-4171v FAX: (503)684-7297 APPROVAL DATE � ../ VOICE:(503)6)G39-4171 FAX: 684-7297 APPROVAL DATE GARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE W Q 0 1- PAVEMENT MU lz L1J OUTSIDE OF WITHIN „ r iFi-- OC 2 PAVEMENT 7 -0 -- - 8 -0 PUE U 5'-6„ ` _ N oC CI FINISH GRADE 18" CAST IRON 910 ~ SIDEWALK b I!+ I !�� Z c0 °C + ��'ir��II�I�I�i�fQ I I I � VALVE BOX TOP t . v v v -i iw v v'' . • 0 cc 18" CAST IRON 910 BOX _\ /_ ?�:'-:"�::.�::.m' o' .tz ,_r 1 v N. .I�l--e 4.):'"-* �'\ N. / y- U 30" MIN SERVICE LINE DEPTH Cl-. PROVIDE 24" BY • • 12"x20" ROTOCAST METER BOX, WATER METER % [V N N 0 4" THICK CONCRETE ..:..•• .-4••'�.. it / j W/12"x20" COVER W/5-1 11"/2"x 0 oN N CV PAD (SEE NOTE 4) � TOUCHCASTIRON R AD HOLE NINSERTTH THEOTOP PLAN HAND TAMP BACKFILL 18" OR INSERT. NO HINGED INSERTS METER BOX ; ; �; LL 0 0 0 0 AROUND TOP SECTION W 112" MIN.AX. SIDEWALK ADJACENT TO CURB DOUBLE CHECK 2" SQ. OPER. NUT 1" SCH. 80 STEEL PIPE SHAFT 1" UNION EACH SIDE VALVE ASSEMBLY OR 1" SOLID STEEL ROD o o w 2 5'-6" - 5'-0" - - 8'-0" PUE m o " 11 •! iglglll T 6" ASTM 3034 PVC IrL,I 1/8" MINIMUM 1'-6" / 1 f 1/4" MAXIMUM . \/\/,, \ \ \ \ n \ \ \�\ >. -a ca 6" MAX. CLEARANCE 4 1 '�_ ��`I�Z 71:7X ✓i•Ii•Ii•Ii•Iili•Ii•I�.i. m /\/\i \\ 24'I c c 3 v vlOPERATING NUT EXTENSION `e�j� � ��1a�� : rr. rs - _ = j.\\i � j % aD _v v Nl l (SEE DETAIL NO. 505) _ ��CII�1;�:1■ % \// .." 12"x20" ROTOCAST MET "" �� .11. 141 :IC;.� 11: ".40ROCK GUARD 1/4" STL. PLATE30 MIN SERVICEINE DEPTH12•�■ r\� I�1 12" TO BE 5 3/4" DIAMETER W/12"x20" COVER W/5-1/2"x11" WATER METER .• •;' v.��•�I W/HOLE IN CENTER TO CAST IRON INSERT WITH NO " ��`' � • ��• c�,� m �r, �` TOUCH READ HOLE IN THE TOP ' "" et..: -I i�`'`'��'-'�=`' r EfieNv l ACCOMODATE MOVEMENT '15 =1r ''% 1';••�: =�/ �: � ��': • w' v; `1 r OF SHAFT OR INSERT. NO HINGED INSERTS Q ? . . 2 1/2"x 2 1/2"x 3/8" LONG STEEL FLAT BAR TOSU PORT STEELWELDED SIDEWALK WITH PLANTER STRIP AT CURB CRUSHED ROCK BASE co 0 p - ELEVATION a 00 oz a UQ1 � y ASTM 3034 PVC PIPE NOTES: CUSTOMER SIDE z W W > Q T �/� � � ��\ 3"x 3"x 3 8 x 2" LONG 1. SURVEYOR TO INSTALL TEMPORARY HUB BOX SPECIFICATIONS m m m Co /�/�/�/�/�/�//�/ / AND GUARD STAKE AT LOT LINE FOR m Z m O 0 NOTES: \��\��\ STEEL SQUARE TUBE METER INSTALLATION. 1 'N c\J \ \/ /%,��,%//% DEVICE SIZE BOX TYPE Q W W m W 0 1) VALVE BOX NOT TO REST \/\/� 2. BOXES SET IN CONCRETE SHALL BE g_10" ---, = W O Z illy SEE PLUMBING CODE #1419 SERIES OR EQUAL cc 3/4" - 1" BROOKS co i NEXT SIZE LARGER. m ON OPERATING ASSEMBLY. 1 iiii I!1 FOR DEPTH OF J 7 3. CENTER OF METER BOX TO BE OFFSET 1 1/2" - 2" CARSON 1730D P15L OR EQUAL 0 N W lLI r o�:�l�l COVER > W >- 2) OPERATOR EXTENSIONE. 1' FROM PROPERTY LINE. + N Q � REQUIRED WHEN VALVE NUT it I Ili 4. BANKED METERS WITH SHARED SERVICE -._='='= •:� _ I 0 O I Z crn IS DEEPER THAN 3 FEET WI, ) 24" LINE TRENCH SHALL HAVE 18" MINIMUM I. • INSTALLATION SHOWN IS ONLY A SUGGESTION. CO O D } O DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN `: O 3 Z_ 0 m o FROM FINISHED GRADE. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. W CO Z 6 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE -- I I 0 I- Q Q Q �1 AXIS OF OPER. NUT. NOTE: ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" B24258N (THIS IS 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST W LC 0 m COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. co 4) PROVIDE 24" SQUARE BY 4" THICK 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE ARE BANKED IN SIDEWALK AREA THEN +; CONCRETE PAD AROUND VALVE h 24" - WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM VALVE NO LEAD ANGLE STOP) DISTANCE BETWEEN ANGLE STOPS WILLco BOX OUTSIDE OF PAVED AREAS FINISHED GRADE BE 24". OR EQUAL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, o o AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD •Ec 1" TYPE "K" SOFT COPPER TUBING FOR INSTALLATION. Io a) - SEAMLESS c C z C CITY OF TIGARD APPROVED BY: NO SCALE CTTY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE I CITY OF TIGARD APPROVED BY: NO SCALE W OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. Project rrENGINEERING DIVISION TYPICAL GATE DWG. NO. III ENGINEERING DIVISION OPERATING NUT DWG. NO. IT ENGINEERING DIVISION DWG. NO. a ENGINEERINGDIVIS[ONDOUBLE CHECK PUBLIC WORKS DEPARTMENTCITY ENGINEER CITY ENGINEER CITY ENGINEER - CITY ENGINEER DWG. NO. DARBY RIDGE r i .., PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 1 " WATER SERVICE _ A PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. n 13125 S.W.HALL BLVD. CO O TIGARD,OREGON 97223 JANUARY 2011 VALVE 503 0 3 TIGARD,OREGON 97223 JANUARY 201 1 EXTENSION 505 0 5 TIGARD,OREGON 97223 MARCH 2017 5 2 0 TIGARD,OREGON 97223 JANUARY 201 1 ASSEMBLY 530 No. i TIGARD VOICE:(503)639-4171 V r FAX: (503)684-7297 APPROVAL DATE GARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE VOICE:(503)639-4171 � FAX: (503)684-7297 APPROVAL DATE 1 TIGARD VOICE:(503)639-4171 + FAX: (503)684-7297 APPROVAL DATE 141-037 TYpe ENGINEERING a) ' Sheet L. -- m 1 LL ,5 Q 4 ,-„,,,,I,,,- - ' - =1 1=1 I- w ll' 111 El :•':. I�I v Q GO ir _m SIDEWALK ADJACENT TO CURB I I. 1_ ,< g EMI 11111 III mall I�! �`:` .. lei HE ; /\�;'�/\�\�'\ \ \ \, /� o ct BREAK FLANGE 18" CAST IRON 910 ! - III= 1 / • 1_11rol 18 3" MIN. SIDEWALK . IIM TRENCH WIDTH J =w MIN 6" MAX. VALVE BOX TOP ■ / Q, N�52 ; AS REQUIRED Z z Z 0 \ct "IIIIIIPLUGGED TEE PLUGGED CROSS4 • 0w a �'�� _ _ BEND PLUG OR CAP\r = . .. .. .. .. ..:7. -0 _ =: r � � MIN ,/ ,/ N Cr /� 41" t ;. Imo. •i. •i gele i•��•i�•iVie i IIMEM r • V! �'�• ice% •� • �• •• •1/2 •/4" DRAIN ROC v v v v v v v� y ' e 11 I-i . _III - i -11111 111 1 3 �� W c z (MOISTU / `` . MIN; a P114 ' "K;IL' Q ¢ 0 a A . '�IS IM ' �S 3000 PSI • / 6 DUCTILE IRON PIPE ,�� a Li] 3 ' ' P ' g RESTRAIN ALL JOINTS W/ COMPRESSIVE STRENGTH • co \ �, ��Ask CONC. THRUST BLOCK-III- -n- _ lirrr _iIL.1Ll"11 i AGAINST UNDISTURBED ° oZFL"FIELD LOK" OR EQUAL GASKETS �� I milii:11�1+■IIf TO IRRIGATIONIEARTH-BEARING AREA�� LATERAL PLUGGED CROSS TEE ON BOTH SIDES OF PIPE C) Z' ,/ , (CONCRETE DIMENTIONS TIE RODS WHENZ MEGALUG RETAINER \\ \ ARE MINIMUMS - SECTION REQUIRED, AS PER z GLAND (EBAA ,;I.RON) ' ' CONCRETE THRUST BLOCK SCHEDULE REFER TO DRAWING NO. 56� MANUFACTURERS 0 z H TO RESIDENCE CONCRETE PIER FOR BEARING DATA) RECOMMENDATIONS '"' -' p 6" GATE VALVE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 12" LL > d BLOCK FLG. x M.J. FITTING 90°BEND, TEE, OR 45' 22 1/2' 11 1/4' fix \/ / \• \/ \/ r MIN PLAN t M.J x 6" FL G. TEE SIZE (INCHES) PLUGGED CROSS BEND BEND BEND %\/\\��`\�1\��'��\r/y TAPPED 2" SIDEWALK WITH PLANTER 2 c \\ < , , PLUG, CAP 4 01.9 01.3 -- -- •'//'//\\%//\%\\�/'//'// �\%/�� . ..%,, //��%/;j 1 OR OTHER Ln METER BOX DOUBLE CHECK STRIP AT CURB ® 15 6 04.0 02.1 01.3 -- / - FITTINGS AS N VALVE ASSEMBLY SIDEWALK 3" MIN. 8 07.1 03.9 02.0 01.3 : . :� • f - REQUIRED O �� r 1N'\ BREAK FLANGE 02.3 �� Zcf `sO cN "'n��/AI F_ i _� �" MAX. 12 16.0 08.8 04.5 �,�w / / 16 28.4 15.5 08.0 04.0 0 o /\//�/ %\ /\// 12 - 18 \\�\,�C\/` \\, \\/�/� ,c\'\`(/�:��`oo _ ; • w�.. �.• .-�.;�:wilt-i•�i; 24 64.0 34.9 18.1 09.1 0 '�'' o / \�/ NOTES: ✓�/� \%'\ '`\��!1'�:�;a!�g!i��!i��!i��fi�•'� ��i�"!i�� -� • 1 - 2 O 0 f \// 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" iwAill ia ill1. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN " •. 3'O" r,J�/ \� ~ sl�!1!�iII,'. <�>IiII;. I 6rr MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO Jd W • l " - A. OIL RESERVOIR / / /\/\/ / /"' ` - •, `'MIN j\\%\\%/\�%\\.-`, o �, � � �� 1�� "��"• B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING �\��\\��\\��\��\�A\\��\\��\\�/j\ : : ;, �, .. • �� > /j� �\j� Q 4144��*�i' = •14i `kie �.•.��•� • STESSES, USE THE FOLLOWING EQUATION /\//\,\//\/\/j\// 1 UNION EACH SIDE •�!i• ';t!;�, a�t �� ,,,�ti,• �••, a •�• �� t • •• NOT TO EXCEED C. BRONZE SEAT RING = \/ �/\/\/� �, RETAINER GLAND , •; . ; '`\ DITCH LINE \,\ \ \ \ \ • 24" DEPTH D. WEATHER SHIELD CAP BEARING AREAS (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) _ 2'-0" r� _�/'�/18��/'/� 4'-0" CRUSHED ROCK BASE E. SAFETY SLEEVE COUPLING NOTES: - - ELEVATION F. THREADED NOZZLES WITH "0" RINGS MIN. MIN. MAX. G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 PLAN INSTALLATION SHOWN IS ONLY A SUGGESTION. 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. BY DISTRICT FIRE MARSHALL. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON QUANTITY BASED ON PIPE SIZE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. 0 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, COCKS IF BELOW GROUND INSTALLATION. 1. END OF LINE BLOW OFFS 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING Ce 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. Q BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 2. BLIND TEES 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BLIND CROSSES 0AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT FOR INSTALLATION. ON THE 4 1/2" PORT. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF'1'IG:11Zll NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGONIll THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. ENGINEERING DIVISION IRRIGATION DOUBLE DWG. N0. ENGINEERINGDIVIS]ONFIRE HYDRANT �� ENGINEERING DIVISIONSTANDARD THRUST DWG. N0. �� ENGINEERING DIVISIONDWG. NO.aTY ENgNEER aTY ENGINEER DWG. N0. aTY E"a"EER a,Y E"a"EERSTRADDLE BLOCKrir PUBLIC WORKS DEPARTMENTriAr PUBLIC WORKS DEPARTMENT ■, PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2011 CHECK ASSEMBLY 531 �1�/�� TIGARD,OREGON 97223 AUGUST 2015 ASSEMBLY TIGARD,OREGON 97223 JANUARY 2011 BLOCK 560 TIGARD,OREGON 97223 JANUARY 2011 561 TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE TIGARD VOICE: 3)(503) 1 L ii D VOICE:(503)3 639-4171 TIGARD VOICE:(503)639-4171 FAX: 684-7297(503) APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE INLI 0 Z 0 H z V 0 LLJ 18" CAST IRON 910 BOXES 3'-0" 6'-0" Ce Q cL 0 FINISHED GRADE -\, r 4" MAX. N 0 Z m °C 0 Q 0 TYP GATE VALVE 2" BRASS PLUG (SEE DETAIL NO. 503) HAND TIGHT 2" ADAPTER COPPER SWEAT TO FIPT N O• O O N N N N N N II 2" COPPER TUBING ' (TYPICAL) 4; U It 11I ji/ 0 0 0 ccc 1 4:40A \\ o w Il .li ail 1 o.. tspji��ie __ �;• .004, ,;.�.,'"• 14.4 2 ELL COPPER _ iY_:i.: E-.o-L r• >..Ve.i4040�4I/i SLIP • `4W*** `` V •� �`�'•� r, tea, Z V V QO�I 2 ADAPTER COPPERC N SWEAT TO MIPT C a, v N CV) TYPICAL: CONCRETE PIER BLOCK v ro 5 5 o - MECHANICAL FIELD RESTRAINT in in cc a_ I > REQUIRED 2" TAPPED TYTON JOINT PLUG OR NOTE: M.J. CAP WITH MEGALUG THREADED BRASS PIPING RETAINER GLAND co MAY BE USED IN PLACE OF COPPER TUBING PERMANENT ° ° Z a (� 0 <CH `Y' [ TREETPLUGOR EDGE OF PAVEMENT z T PHASE BREAK In MJ GATE VALVE 0 w 0 CC W cc No AND VALVE BOX 1�_0» :� w Z m .. N COMPLETE v a = W O z 0 REQUIRED a,,_ .,,,w,,,,,\\,,,-x<\x< As/,. ,•\k„ • ..,, cc CE CO LE.,) w J. > _. w >_ c) ? ri 0 0 / Q N Q LL Ni.-.n► D ,rl _ �� T f'< \\/7\7='z"\ \ Y ® r 0 3Z_ o � 0 UNDISTURBEDEARTHU a < aa w p 03 �I MECHANICAL FIELD LU p 0 m co RESTRAINT REQUIRED 0 ® C T} a) Ia o ) 0 BE DETERMINED •c IN THE FIELD L �_ TEMPORARY z c CITY OF TIGARD APPROVED BY: NO SCALE WT 6 OREGON THEODORE S. KYLE, P.E. p Project DARBY RIDGE �� ENGINEERING DIVISION CITYENGINEER2 STANDARD DWG. NO. PUBLIC WORKS DEPARTMENT r 13125 S.W.HALL BLVD. CY) TIGARD,OREGON 97223 JANUARY 2011 9B LOWOFF 570 N0. TIGARD VOICE:(503)639-4171 141-037 FAX: (503)684-7297 APPROVAL DATE 7 Type ENGINEERING 0 Sheet 0 L DM_ W flHh ILi U n V) J C^o LOCATE FRAME AND COVERMilliw STANDARD MANHOLE FRAME 0I] Q J 8" MIN. BETWEEN OVER LEDGE OF AT LEAST KNOCKOUT MANHOLE STEPS SEE ENCAPSULATED WATERTIGHT SEAL /� AND COVER (TYPICAL) • d 12" IN WIDTH VIIIIIIN STD DRAWING NO. 100 RUBBER GASKET USING NON-SHRINKING 58" DIA. SEE STD DRAWING 110, 120, 130. Z 0 0 GROUT.otii:#,-/' \ z F 48" MINIMUM PRECAST .ca-gEtagaEl 11:: 7... ►;.��`��of- IIr‘iit, N Q - u, I , PPE CONSTRUCT CHANNEL �� 1] kill" Z1 I ..: AND MIN 12" SHELF IN .ram FIELD, 1"/FT SLOPE •: .. 8., «. . - - - - 27" z p (1 • p PIPE 5,. MINIMUM TYP ;� •. a'. 25" - IX. a (J .-.. I.D. :.:••'. WATERTIGHT SEAL ,: .• :°. - - - - w 1 2 vwi FITTING SAD BELL ;. USING NON-SHRINKING •: CONSTRUCT CHANNELN ,• ai p :..• GROUT. i': 5" MINIMUM AND MIN 12" SHELF I z M MAXIMUM 27" FROM TOP OF FIRST- STANDARD FRAME AND COVER OR m " ; FIELD. ' STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE4141 ."�� ='•-_- m 0 m STD. DRAWING NO. 110, 120, OR 130 :: •: CONSTRUCT CHANNEL AND • - - PIPE 48" MINIMUMLll I • o SET FRAME IN NON-SHRINK GROUT p 12" MINIMUM SHELF IN FIELD 7'.--,7, a� WATERTIGHT SEAL (�' X z Q "'CSP \ .� USING NON SHRINKING m _ 1 GROUT 4 w d 6"MIN. D.I.P I SEE DRAWING 030 l • z J NOTES: • PVC SANDED BELL 8 ...a O z - - - •• ri• ••• •r ••• i • • •i••r•i••• SMOOTH FINAL CHANNEL 0 - - -._ •- -�° - 1 1 w ••••• ••• ir ••• i • • •ir••ii•••i M T -o_ g p Pi 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM : ••i. _ . �- . TO THE REQUIREMENTS OF ASTM C 478. L GRADE RINGS (2",4",OR 6") •• ••i •••• •••i e • • ••• • • •i•• ••• 3/4 VERTICAL HEIGHT OF PIPE. .. d . ° n ]_ El- ,--\ !l �' • MAXIMUM 12" SET IN _... t. . . . _ _. - - . • .. .° zM W. c' 8 2. SEE STD DRAWING 020 FOR POURED IN PLACE • NON-SHRINK GROUT SMOOTH FINISH CHANNEL CONCRETE MANHOLE BASE. =.. 12" MINIMUM OF 3/4"-0" • a 6" MIN. TO 3/4 VERTICAL HEIGHT rDrq COMPACTED BASE MATERIAL 0 r• OF PIPE •a PIPE 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM • STANDARD ECCENTRIC • ' °a I.D. TO THE REQUIREMENTS OF ASTM C-443. 36" CONE ••••••••••••r •r •r •r •r •r •r •r •r • N 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO �'�� MANHOLE STEPS SEE • I STD DRAWING NO. 100 KOR-N-BAND •i ••!. " • • ••i_• - =i •• ; i• " _ MANHOLE SHALL BE WATERTIGHT. ' t-• -i'r•" (1 ° ' ; t &,_ 1) INTERNAL T :� T e "'' ... � �/` --�t� SMOOTH FINISH CHANNEL 12" MINIMUM OF °a"• t. S I 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL .. POURED TO 3/4 VERTICAL HEIGHT 8. .. a a: . '. C7� Z� OQ N REQUIRE A MANHOLE AND CHANNEL DETAIL. ., r 48" MINIMUM STAINLESSmil 3/4"-0" " a.,;'..' � 4'. OF PIPE COMPACTED •:-,...4:,.::.. w O Z ' - STEEL BAND BASE ROCK ` :° -•'. a ZO !l 48" MINIMUM I N PLACE �� ` d 6 _ �'6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES • - 12' MINIMUM OF 3/4"-O' ° Z t` W i MIN. SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL w • � COMPACTED BASE ROCK •• r �F L p DETAIL. m ii MANHOLE SECTION u7 Fa f`r • • r • r • r • • . • • r • • • • • • • • • r' O Z �� INTERCEPT ".• • • _•_i i • • • i • • • i• ••: (VARIABLE HEIGHT) rtPIPE • � •- _ _ _ _ v �Q.7. PROVIDE A MINIMUM OF 8' OF INTACT (UNDISTURBED) I Zr u MANHOLE WALL BETWEEN PIPE BREAKOUTS AS / �.�MEASURED ON THE INSIDE FACE OF THE MANHOLE. D 0 -- • 5" MINIMUM 1� ��Ji 's • WATERTIGHT SEAL FLAT TOP 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM . w PIPE USING NON SHRINKING Q AND 4" MAXIMUM CLEAR OF PIPE WALL. , •r1_ 5" MINIMUM r' I.D. 6" MINIMUM AND ,••. y GROUT. > 24" MAXIMUM OVERLAP FLEXIBLE •..•,-:,• ••-r CONNECTOR •'9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 1.;'. •A'• •': 'A.: / i,• :,� 12" FOR SANITARY CONNECTION AND 48" FOR STORM MANHOLE STEPS SEE i ,/ � � •s CONNECTION. • •. STD DRAWING NO. 100 12" MINIMUM OF 3/4"-0" �;;,.• r: ! CONSTRUCT CHANNEL AND • ' '• ••. .. =•�': 12" MINIMUM SHELF IN FIELD RIBBED • COMPACTED BASE MATERIAL .: �,:.•. .;• 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND CONSTRUCT • "• .•• ^.. _• .• 44 COVER SHALL BE USED IN ALL EASEMENT AND OFF CHANNEL AND MIN _ 8'. MINIMUM CONCRETE PIPE • 12" SHELF IN FIELD KOR-N-SEAL BOOT Hill NOTES: STREET AREAS. SEE STD DRAWING 130. '.: • • i r•••• • • . . • • • . . • • • i . • • • • 111 • • • i•• ••• ••• i.••••i• • r•••••i••• • gym: •k. PIPE • • ••-r••i• ••r i r••r i r r r ••r•i•r r r SMOOTH FINAL CHANNEL TO 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. _ - • ii-•riir ••• r• • irrrr•r•i•• rirr• 3/4 VERTICAL HEIGHT OF PIPE ;r•.' • icy •••Jr•••• •• •i��•r• �� -��i GASKETS 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND I.D. AFTER VACUUM TESTING NOTES: "' '.'; e. • APPLICABLE PROVISIONS OF STANDARD MANHOLE, SEE STD DRAWING NO. 010. E �j 1. ALL PRE-CAST MANHOLE SECTIONS SHALL ::•• i - - - -_ ••_ _'•_' ; . .. ° �+ CONFORM TO THE REQUIREMENTS OF ASTM 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48" FROM FINISHED GRADE TO I.E. • .• •:..� ••:® NOTES: C-478 AND APPLICABLE PROVISIONS OF OUT. N WATERTIGHT SEAL. SEE NOTE 4 ••; 4 ,;; SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF STANDARD DRAWING NO. 010. • • •r-•. •. !• •• •-• •• •!•• ••-•• • ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 2. ALTERNATE METHODS TO BE APPROVED BY 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. • • • i • • • i •• i• •• ii•• •�•• •i CHANNEL TO DRAWING N0. 010. i• • • i •. •i •. •. •• •. •••• •i-•• •i-i_ 3/4 VERTICAL CITY/DISTRICT. 5. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET ' 12" MINIMUM OF 3/4"-0" COMPACTED ,• • • •=f• f f'f f frf•rf f04-f fr•rfr•ifr•rfrf HEIGHT OF 3. BOOTS TO BE SIZED PER MANUFACTURER'S H-20 TRAFFIC LOADING. v 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH BASE MATERIAL -.�•i:•_ _ _O.!•r.••... _ - _ _�_..:f4i.!:� 4:, PIPE OF 3000 PSI AND A SLUMP OF 2" TO 4". RECOMMENDATIONS/SPECIFICATIONS. J STA\ DARD VA\ - OLE PRE- CAST/POUED I \ PLACE VA\ HOL- CO\ \ ECTIO\ S FLAT TOP MANHOLE Q C1eanWate\ Services V A N H O L E 3 A S- C1eanWate\ Services C1eanWate\ Services CleanWater\ Services H DRAWING NO. 010 REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 050 REVISED 10-31-19 W - 0 Z 0 V0 NOTE: USE STANDARD MANHOLE FRAME ON ALL STORM AND SANITARY. � O SANITARY SPECIFICATIONS: 11 GAUGE (.1196") N › 4 . 1)CLAMP AND BRACKETS ARE TYPE 304 Z CO CL :.� STAINLESS STEEL, 11 GAUGE (.1196"). n , c Q 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE 4; 18-8 STAINLESS STEEL. 1\ 1 r , Q • ,.t DIAMETER VARIES 0./ 3)RELINER CLAMP/BRACKET AND ANCHOR OR WITH SIZE REQUIRE. I . I I PIPE PROJECTING •" APPROVED EQUIVALENTS. J `` J I � 3/8 x 16 x 1.25" PRE CAST 4'4' CONICAL N N N BEYOND INTERIOR ;,•' WATERTIGHT SEAL ANCHOR HOLES (2) SANITARY N N N SURFACE OF MANHOLE +• USING NON-SHRINKING WALL IS NOT ALLOWED GROUT ZINC ALLOY LEAD Co • SEE DRAWING 030 _I_ I- 1...).(�O / �/ 1-1 4" COVER ONLY CV CV CV o 0 0 Q -111:1111.11111Jd1110d11111 2„ 0 , 0 Tcy) N N N t 12" MAXIMUM ---_- [7....:/-3/8" x 7/8" SS WASHER __� �_- \O �1-1 8' 0 FOR SANITARY I • 1.25 SMOOTH FINISH IN - -- • CHANNEL TO •l %"- II�IIIIIIIIIIIIII - �,, 1,50�-� O O O 1 1/2" PICKHOLE W •• Ill,llluulluui O ,.25" / MATERIALS: 0 0 0 oc 3/4 VERTICAL • %. •• '': PIPE TYPE, SIZE, HEIGHT OF PIPE �. PIPE +••' �'. AND CONNECTION 75 IHRH" " "H „ " " „ „ ,,,, ,, H. R „ HR"" 1 _ • ..; ;•.: PER PLAN, AS -..." ,95 3/8 x 16 x 3" SS 2 111 PLASTIC: o o u_ • j,„4 s:•.. I.D. 1 Yi. APPROVED REDHEAD m m • • •'• ; 10-3/4" MUST CONFORM WITH ASTM q •' :. •• .� • y ' "fly.;• S CONSTRUCT '. •" 'I ,., •'• . rt CHANNEL AND SLIDE I,;,, rI 12" >.h C-478. STEEL REINFORCING >. '` '• a' ! SIMULTANEOUSLY Iv IF' BAR MINIMUM 1/2" GRADE 60. _o CZ o a) • r•. • •r i• r r i r r rii iii .. •'r•iA i� ANCHOR DETAIL 3/8" DIAMETER STAINLESS n MEETING REQUIREMENTS OF -a W fo o-'0• •r " •• i• •• i' •4-WVVI r -M! N.T.S. (\ ASTM A-615 ENCAPSULATED c C 3 , N N STEEL PINCH BOLT • •.`r• ••-•• •• Y• •• •• •• ••_•• • iis _-. N ,b ? W W .Ni .f S..r - -i_e.f�4.4_-r - •- -i_�-•_� �. U v I�I WITH INJECTION MOLDED vI fp 5 'pi t r....r. .4/7. I I LYMER OPEN INSIDE DROP NOTES: CLAMP DETAIL COPOLYMER POLYPROPYLENE PLASTIC \ WITH SERRATED LSUROFACESNE COVER TOP o 0 o o a > 1. DROP BOWL AS MANUFACTURED BY N.T.S. 24-3/4" w w WITH BEAVER SLIDE RELINER-DURAN INC. OR APPROVED EQUAL. 1/2" GRADE 60 REINFORCEMENT j� m 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S / 7 LA w ELcL RECOMMENDATIONS (INFORMATION AVAILABLE ® ., >-H > RELINER.COM) OR AS REQUIRED BY DISTRICT •Z 22 1 2 I z o OR CITY. � WATERTIGHT SEAL ix Q 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: :a USING 0 (\I AWWA CL50-1, AWWA C-900 OR PVC ASTM 3034 • " 48" MINIMUM NON-SHRINKING NOTES: 27" D z 0 0 Z 71- STORM SDR 35. .�• SEE DETAIL 030. 1. ALL STEPS SHALL CONFORM TO I I 25" I ICC Z 5-3/4"i THE REQUIREMENTS OF ASTM N N0 O CO 4. NO MORE THAN ONE DROP BOWL PER MANHOLE `,i SEE NOTE #1 •- v A :•. C-478. . Z Ww W ; Q r WITHOUT WRITTEN APPROVAL BY DISTRICT r OR CITY. • �B•, 2. MANHOLE STEPS MUST BE + , �, 3" ,7 c WO_ cc CC CC • N 5. WRITTEN APPROVAL BY DISTRICT OR CITY IS :� r - - �' TIGHT AND FIRMLY EMBEDDED. ,�2- �"�+ /�� '_ Zwo OLO REQUIRED FOR DROP BOWL INSTALLATION ON PIPE TYPE, SIZE, _ IIIIIIIIIIIIII�� / • a Q W W m N WATERTIGHT SEAL PIPELINES WITH A SLOPE OF 5% OR GREATER. .• - AND •CONNECTION I / / a+ = W 0 Z O - USING NON-SHRINKING PER PLAN, AS • • •.e ' • 3. ALL STEPS WITHIN A MANHOLE / / 3" 3" °` o F' co GROUT *a PIPE BRACKETS APPROVED • • . / / t m ' 0 SEE DETAIL ABOVE --- •• . SHALL BE OF THE SAME / / CV W J SEE DRAWING 030. LOCATE STEPS & ;••• DESIGN, TYPE, AND SIZE. / 0 > W W TO BOWL FOR MANHOLE LID NEXT . a . •• ' • 12" (MIXING OF UNMATCHED STEPS 242,/2" O = Z 0 48" MAXIMUM OW MAINTENANCE ACCESS '•. _ • -. 3'-0" MAXIMUM • d PIPE LENGTH 1 IS NOT PERMITTED). j Ui FOR STORM L •-. AS REQUIRED •A . : •••• • d ;..y 31" ~ •. MI •• •• ___. ._ I4. STEPS ADJUSTED OR ADDED O O Z_ [� 1 O SMOOTH FINISH _ • ` ��" .., !Q,I�IIIIIIIIIII,�- SHALL BE EPDXIED IN HOLES W U) Z O� CHANNEL TO PIPE TYPE, SIZE, •:' • `, LEDGE BELOW LADDER :, i .. 0 3/4 VERTICAL AND CONNECTION A ,� SHALL BE AT LEAST •4- t 45' BEND THAT ARE FREE OF MOISTURE SECTION VIEW W a m a HEIGHT OF PIPE PIPE PER PLAN, AS • AIL PIPE i •� •. • APPROVED 1. .■` 12" IN WIDTH �: , • AND DEBRIS. (EPDXY TO MEET /� Q 0 co '4. I.D. . 0.7 I.D. �:.. ' ASTM C881). NOTES: 1_C• �.� .•. 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. ; ., ''• �=' % . e'' CHANNEL BOTTOM 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. in p D ? ., • ., v ., INSIDE DROP BOWL ••• :ra: •.. 4.; `.;.; ,•' 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. • " CONSTRUCT : :4 ;�'?.�_ •. ..;. . y',.:�' 3-3/8" FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. "c CHANNEL AND SLIDE • " * '- ' ' '- SAFETY STEP SIMULTANEOUSLY 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. o 0 cp w SUBURBAN AND STANDARD w OPEN INSIDE DROP Project INSIDE DROP IV ANHOLE W/BOWL MANHOLE STEP DARBY RIDGE T \ \ \ IV AN H OLE FRAME AND COVER \ co N A N H 0 L E CleanWater Services C1eanWater Services C1eanWater Services CleanWater Services No. o 1 DRAWING NO. 080 REVISED 10-31-19 DRAWING NO. 090 REVISED 10-31-19 DRAWING NO. 100 REVISED 10-31-19 DRAWING NO. 110 SANITARY REVISED 10-31-19 141-037 1 Type ENGINEERING o a) Sheet 0 L 0 co