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Troy ParkATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT (800) 332-2344 OR (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION. CALL 503-246-6699 LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) ONE CALL SYSTEM (GENERAL TELEPHONE, PGE) NW NATURAL — 503-246-6699 ��F ORE yoG v O_ Q U REPAIR EMERGENCIES NORTHWEST NATURAL GAS — 800-882-3377 32-2�No VERIZON — 800-483-2000 PORTLAND GENERAL ELECTRIC — 503-542-8818 CLEANWATER SERVICES — 503-681-3600 OR 503-547-8100 COMCAST — 503-605-4884 THE CONTRACTOR, IN LOCATION AND PROTECTING UNDERGROUND UTILITIES, MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571. IMPERVIOUS AREA: 10 HOMES ® 2,640 S.F. EACH 26,400 S.F. PUBLIC STREETS 33,408 S.F. PRIVATE STREET 1,025 S.F. TOTAL 135,815 S.F. SITE INFORMATION TAX MAP : 2S 1W 1OBC TAX LOT: 1201 ADDRESS: 12300 SW BULL MOUNTAIN ROAD ZONING= R-7 COUNTY BENCHMAR WASHINGTON COUNTY BENCHMARK No. 943 DESCRIPTION: A BRASS DISK SET IN CONCRETE AT THE NW CORNER OF HIGHWAY 99W & SW BEEF BEND ROAD. 20 FEET SE OF POWER POLE #2034, 42 FEET NORTH OF THE C/L OF SW BEEF BEND ROAD AND 30 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF 99W. ELEVATION OF 472.737 FEET. CITY BENCHMARK DATA - CITY OF TIGARD BENCHMARK No. 48 DESCRIPTION: BRASS DISC SET IN CONCRETE FILLED METAL AT THE INTERSECTION OF SW 125TH AVENUE AND SW BULL MOUNTAIN ROAD STAMPED "WASH CO 754 1984" NORTHEAST CORNER OF INTERSECTION 4 FEET BEHIND CURB EL. 472.737 TEMPORARY BENCHMARK DATA: T.B.M. #1 P.K. NAIL WITH TAG IN PAVEMENT EL. 491.94 T.B.M. #2 5/8" DIA. IRON ROD EL. 494.93 NOTE: THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN MODIFICATION NOR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. REV. DESCRIPTION I SUB, I APPR. I DATE REFER TO TRACING FOR LATEST REVISION TROY PARK CONSTRUCTION PLANS LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 10 TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON I I V Bopp ' M----------------- PRESTIGE PROPERTIES, LLC i O� i P� A M E S j I _ ZONED R-1 CITY109, TIGARD rVl CHARp; p pe 2 , s I� at CJ , 1, ZONED w i I ti 16 `L5 pp R-1 CITY OF TIGARD �Iw SIU I 3 ; ; �Pe�p� --------------------- ' wl�------------------------------------ N --_________________________________ i _ T.B.M. 3 aao y PRESTIGE PROPERTIES, LLC TCM 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 10 I _ SW BULL MOUNTAIN R@A '�. a'4�,�� 5.468 SF s I� at x � z^- � r^ x xa � Mn,� E T, Ir - %I r8 m -p -p 7- m m 1e. � xn, n1. &P vu 96 T/L 3600 T/L 3700 T/L 3800 w 7 8 9N� �o o� 0 Z ----------- r. 1 7+06 ZONED 12 T/L 4100 THO 19 Z I0 7 CITY OF TIGARD T/L 4000 T/L 3900'- 3900'- z 0 N �NWOOD o w O U rn 20 REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT- DIMENSIONS 21 T/L 5000 1 4,973 SF 5,2 4 076 SF 5,076 SF 5.469 SF ----------- PRESTIGE PROPERTIES, LLC TCM 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 10 I (503) 297-1881 I 5 5.468 SF I I I ' 4,587 SF I I I 9 I I ' I 6 5,452 SF 8 of 15 SANITARY SEWER PLAN AND PROFILE 4,561 SF STREET SIGNAGE AND STRIPING PLAN I D I I 8 I I L-- I I °—J SOTS5.974 13 of 15 CWS STANDARD DETAILS SF �S WASHINGTON COUNTY STANDARD DETAILS 6.482 SF ESC COVER SHEET AND GENERAL INFORMATION EC1 of 4 ESC EXISTING CONDITIONS GRADING AND CLEARING 659- ESC GRADING PLAN EC3 of 4 /y EC4 of 4 STREET LIGHTING PLAN 22 T/L 5100 ZONED R-T//L �q:rqo 89'41 '35" 141.17' 24 O`IAR�nn r „25 _ 3 TAX MAP 2S-1-1OBC ro ID TAX LOT 1300 1 0 4.87 ACRES o $ ZONED R-6 WASHINGTON COUNTY N T.B.M. N W E s 0 40 80 SCALE: 1 "=40' WASHINGTON COUNTY CASEFILE #08-902 DESIGN PRESTIGE PROPERTIES, LLC TCM 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 DRAFTED TCM (503) 297-1881 CHECKED HARRIS -McMONAGLE ASSOCIATES, INC. WI-McENGINEERS — S U R V E Y O R S— PLAN N ERS 8740 SW SCOFFINS STREET DATE 2/04/08 TIGARD, OR 97223-6226 PHONE: (503) 639-3453 VICINITY MAP 1-1000' OWNER: PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OREGON 97223 PHONE: (503) 297-1881 ENGINEER -SURVEYOR -PLANNER: HARRIS—McMONAGLE ASSOC., INC. 12555 S.W. HALL BLVD. TIGARD, OREGON 97223-6287 PHONE: (503) 639-3453 FAX: (503) 639-1232 CONTACT: BILL McMONAGLE GEOTECHNICAL ENGINEER: GEOPACIFIC ENGINEERING, INC. 17700 SW UPPER BOONES FERRY ROAD SUITE 100 PORTLAND, OR 97224 PHONE: (503) 598-8445 CONTACT: SIM IMBRIE ARBORIST: TREE CARE AND LANDSCAPES P.O. BOX 1566 LAKE OSWEGO, OR 97035 PHONE: (503) 635-3165 CONTACT: RAY MYER SHEET INDEX TITLE SHEET AND VICINITY 1 of 15 EXISTING CONDITIONS PLAN AND CITY OF TIGARD GENERAL CONDITIONS 2 of 15 GRADING AND TREE PRESERVATION PLAN 3 of 15 STREET PLAN AND PROFILE 4 of 15 SW BULL MOUNTAIN ROAD PLAN AND PROFILE 3+80 TO 10+05 5 of 15 SW BULL MOUNTAIN ROAD PLAN AND PROFILE 10+05 TO 13+80 6 of 15 STORM DRAINAGE PLAN AND PROFILE 7 of 15 THORNWOOD EXISTING WATER QUALITY SWALE PHOTO MAP 8 of 15 SANITARY SEWER PLAN AND PROFILE 9 of 15 STREET SIGNAGE AND STRIPING PLAN 10 of 15 COMPOSITE UTILITY PLAN AND WATERWORKS PLAN, NOTES 11 of 15 WATERWORKS DETAILS 12 of 15 CIN OF TIGARD AND WASHINGTON COUNTY STANDARD DETAILS 13 of 15 CWS STANDARD DETAILS 14 of 15 WASHINGTON COUNTY STANDARD DETAILS 15 of 15 ESC COVER SHEET AND GENERAL INFORMATION EC1 of 4 ESC EXISTING CONDITIONS GRADING AND CLEARING EC2 of 4 ESC GRADING PLAN EC3 of 4 ESC STANDARD DETAILS AND NOTES EC4 of 4 STREET LIGHTING PLAN E7 of E1 TREE MITIGATION PLAN 1 of 1 LAST A/B REVISION TO THIS PLAN SET 4-9-13 SCALE TROY PARK DWG. NAE°W" 1.COVER SHEET TITLE SHEET 1 AND VICINITY MAP OF 15 H A/� C ;/^�\ N CITY OF TIGARD - GENERAL CONDITIONS: G S I I ) R ^ I j 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", �/ V I I U.S. DEPT. OF TRANSPORTATION, FHWA, 1988 ED. 2 A R D I j W 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN W I t I E ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE W I Z i i I AVAILABLE AT THE WORK AREA. J I U I\ I I 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY 0 20 40 ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY ---- \ ---------------------------------S SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE &RESCUE) AND TO TRI -MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. ----------------------- - - I SCALE: 1 "=20' E F E E " E E E - E E -1- E - E --__- I NT OF AN ADVANCE ... ,, ______ NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOUR BEFORE INITIATION OF CONSTRUCTION WORK .r....ie - ___ __________J_______________________________ 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT S (MIN.) B 7 _ -BULL MvUA� 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, Y ryltN RVNU "' _ 9+0o toga tt+� SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ME wv - - - - - 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY ,w N X6`3 r MAINTAINED. IN w 1N W w W t w ' 1p ' f& RR, 1a4 W YV W �N W W, x11 W W W 5-6 x 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF 7:00 P.M. TO 7:00 A.M. ALL DAYS OF THE WEEK. "' " '*x 1976 FF ROPER -E �- I 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. J _ _ _E___ x1976 ------__-__ 9¢- � ' 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL " J _ TRAFFIC AND TO ASSURE PUBLIC SAFETY. ,4941 ------ �___ _ 1977 - - - - 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, -49 (#639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE -CONSTRUCTION MEETING. W7979 1975 POOR) _ 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO / /� "� / "�9- N 1974 COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED - _ BY THE PERMIT. i -49a- _ 1971 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE ` In ; r�;980(POOR) � AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED 'Gt]° 1973PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 798 1972 196 1970 CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. z ab 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH 1964 9fi9 1981 EX. BLDG. ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF \ POOR). -app._ _ _ _ _ 1 6 1967 INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. \T -^ - ---- -- 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN 961 UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. T SW INTEFRVI�V1S� DRI�� v 4S P982 , 1983(POOR) 196196 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. EX 8,P C \10 8+ - 1_ y 1955 _ _ 1959- D 1 REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. TA1 S 1M�S 11+00 S 1�w S W t w .i cry Q /W 1956 , 1957 EX. BLDG. 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX: SHRUBS, FLOWERS, BARKDUST. EXISTING _- �ti - `�.�\5�\PSP\-A (POOR) SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 958 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER 1 z ",ARBORIST TREE ASSESSMENT: CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. _ 985 O- ,, EXIST. CO ---"-- SEPT' 1 ' ^ SE TANK 00 � EXISTING HO /� TO BERM VE OP ► d 1,987---Mlc)o, Z ' - 1988 , (l � P / D o � � e , R`N � /�� i Tn V LLL__ _u'o O O D O rn 496 989 , 49� 1991 20 \ '� 9,Z-_ 21 22 x483,3 - - )------ ----- 28 \' 7 ID# Common Name Specie DBH Condition I Additional Comments 1955 Ponderosa Pine Pinus ponderosa 13 Fair 33. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. 1956 Shore Pine Pinus contorta 10 Poor Borer infestation. Remove. 1957 Austrian Pine Pinus ni ra 11 Fair WLMc 1958 Austrian Pine Pinus nl re 12 Fair DATE 1959 Knobcone Pine Pinus attenuate 12 Fair 1960 Knobcone Pine Pinus attenuate 10 Fair SHEET 2 1961 Port Orford Cedar Chamaecyparls lawsoniana 13 Good DATE 1962 Scotch Pine Pinus sylvestris 8 Fair 1963 1 Ponderosa Pine Pinus nderosa 12 Fair 1964 Ponderosa Pine Pinus ponderosa 11 1Good 1965 Shore Pine Pinus contorts10 Poor Borer infestation. Remove 1966 Shore Pine Pinus contorts 7 Poor Borer infestation 1967 Ponderosa Pine Pinus ponderosa 1 11 1 Fair 1968 Scotch Pine Pinus s lvestri 1 12 1 Fair I Multiple leadersat 15' above round 1969 Ponderosa Pine Pinus 1 11 1 Good 1970 Shore Pine Pinus contorts 7 Fair 1971 Scotch Pine Pinus s Ivestris 14 Fair Multi le leaders at 15' above around ID# Common Name Specie DEH I Condition I Additional Comments 1972 Scotch Pine Pinus sylvestris 14 1 Fair I Multile leaders at 8' above ground 1973 Shore Pine Pinus contorts 7 1 Fair 1974 Austrian Pine Pinus Nara 11 Fair 1975 Turkish Filbert Corylus colurna 13 Very poor 2 stems: 8, 10, major trunk cavities. Remove. 1976 Douglas Fir (Off Pro Pseudotsuga menziesil 51 Good 2 stems: 23,46 1977 American Beech Fa us grandifolia 9 Good 1978 Dou las Fir Pseudotsu a menziesil 54 Good 1979 A le Malus 7 Fair 1980 Apple Malus 19 Poor Topped, cavities. Remove. 1981 Cherry Prunus 39 Poor Measured at V above ground, dieback in crown. Remove. 1982 Cherry Prunus 37 Very poor 3 stems: 24,22,18, severe cavities in trunk dieback in crown. Remove. 1983 Apple Malus 19 Very poor Severe cavities in trunk, dieback in crown. Remove. 1984 Pear Pyrus 49 Poor Dieback in crown, history of large limb failure, appears to be a very old pear, identification is not absolutely positive. Remove. 1985 Port Orford Cedar Chamae aris lawsoniana 14 Fair 1986 Scotch Pine Pinus s Ivestris 15 Fair 1987 Incense Cedar Calocedrus dearrens 6 Good 1988 Plum Prunus 12 Poor 3 stems: 9.7,5, topped 1989 Cornelia n Cherry Comus 13 Fair 5 stems: 6,6,4,6,7 1990 Plum Prunus 12 Poor 40% dieback in Down. In decline. Remove 1991 Incense Cedar Calocedrus decurrens 7 Good 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571: EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 20. A TEMPORARY HARD -SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. 22. ONE AS -BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). 23. A SEWER SYSTEM AIR -TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITYS INSPECTOR, (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 25. THE CITYS INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS AT THE PERMIT HOLDERS' EXPENSE. 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. 28. THE ENGINEER SHALL NOTIFY THE CITY OF TIGARD PRIOR TO THE INITIAL AND FINAL LIFT OF ASPHALT BEING PLACED. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY _ _ TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR -OSHA, CHAP. 437, DIV. 3 _ - - - - - - - - 24.6 - - - - 2 5 NOTE: REMOVAL OF THE EXISTING SW BULL MOUNTAIN ROAD CONSTRUCTION, SUB -DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. _ NO KNOWN WATER WELLS OR DRYWELLS ARE WATER METER SHALL INCLUDE SHUTTING OFF THE CORPORATION STOP AT THE MAINLINE AND 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO .a -�4- - - - - - LOCATED ONSITE. DISCONNECTION OF THE WATER SERVICE. IF EXISTING WELLS ARE FOUND ONSITE, THEY IF WORK. PROOF OF RIGHT -OF -ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CIN SHALL IN NO WAY \ SHALL BE PROPERLY ABANDONED BY A NOTE: BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT -OF -ENTRY OR EASEMENTS. \ CERTIFIED WELL DRILLER, PER STATE EXISTING STRUCTURES ARE TO BE REMOVED 32 BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE -ACCEPTANCE r77 -- REFER TO TRACING FOR LATEST REVISION ------------- REFERENCE INFORMATION AND NOTES: NOTE: EXISTING SEPTIC SYSTEMS ARE KNOWN TO BE LOCATED ONSITE. ANY EXISTING SEPTIC TANKS AND DISTRIBUTION BOXES FOUND SHALL BE REMOVED BY CONTRACTOR. CONTRACTOR TO PROVIDE COPY OF TANK PUMPING RECEIPTS TO CITY INSPECTOR AND ENGINEER. WATERMASTER REQUIREMENTS. THE AS NOTED. IT IS THE CONTRACTOR'S VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. CONTRACTOR SHALL PROVIDE THE COUNTY AND RESPONSIBILITY TO OBTAIN THE NECESSARY THE ENGINEER COPIES OF THE ABANDONMENT PERMITS FROM THE CITY PRIOR TO DEMOLITION 33. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. PAPERWORK UPON COMPLETION. AT THE DEVELOPERS EXPENSE. WASHINGTON COUNTY CASEFILE #08-902 1 STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 REV. DESCRIPTION SUB. APPR. DATE REFER TO TRACING FOR LATEST REVISION ------------- REFERENCE INFORMATION AND NOTES: NOTE: EXISTING SEPTIC SYSTEMS ARE KNOWN TO BE LOCATED ONSITE. ANY EXISTING SEPTIC TANKS AND DISTRIBUTION BOXES FOUND SHALL BE REMOVED BY CONTRACTOR. CONTRACTOR TO PROVIDE COPY OF TANK PUMPING RECEIPTS TO CITY INSPECTOR AND ENGINEER. WATERMASTER REQUIREMENTS. THE AS NOTED. IT IS THE CONTRACTOR'S VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. CONTRACTOR SHALL PROVIDE THE COUNTY AND RESPONSIBILITY TO OBTAIN THE NECESSARY THE ENGINEER COPIES OF THE ABANDONMENT PERMITS FROM THE CITY PRIOR TO DEMOLITION 33. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. PAPERWORK UPON COMPLETION. AT THE DEVELOPERS EXPENSE. WASHINGTON COUNTY CASEFILE #08-902 DESIGN PRESTIGE PROPERTIES, LLC SCALE D PROP4csiS�oy \gS�Q ,GINE 12670 SW 68TH 223 ITE 300 TROY PARK DRAFTEDM TCM D GS NAMEOWN 2.EXIST A5BUILT 98 E �oR OREN9 (503) 297-1881 A/B DENOTES AS BUILT" DIMENSIONS �r CHECKED WLMC HARRIS -McMONAGLE ASSOCIATES, INC. ENGINEERS -SURVEYORS - PLANNERS EXISTING CONDITIONS SHEET 2 r z +9� g DATE 0. 1A 8740 SW SCOFFINS STREET OR 97639-3453 AND CITY OF TIGARD GENERAL CONDITIONS 15 EXPIRES JUNE 30th, 2013 2/04/08 PHONE: OF I oq M E I I I I L r� I I ------------------------------------- I I I I I I 1 � I � ' 1 � 1 -- T_. -- SW WINTEOVIEW H� �— � I I R C HA Rp; 3 I I I I I I I I I I I I------------ E —E —E ---�_E — x483 3 T/L -51-0a 4 I -Z +I -J J _ �64 2 /I52Qo 41,f_L _5300 TIL . REFERENCE INFORMATION AND NOTES: ALL TREES GREATER THAN 12 INCHES DBH THAT ARE LISTED IN POOR CONDITION BY THE ARBORIST REPORT WILL BE REMOVED FROM THE SITE AND ARE EXEMPTED FROM TREE MITIGATION CALCULATIONS DEQ 1200—C PERMIT REQUIRED — REFER TO ESC PLANS REV. DESCRIPTION I SUB. I APPR. I DATE REFER TO TRACING FOR LATEST REVISION TAX MAP 2S -1-108C TAX LOT 1300 o^ 4.87 ACRES to V) I/ S 0 30 60 I i SCALE: 1"=30' EARTHWORK SUMMARY -CONTRACTOR TO VERIFY ESTIMATED QUANTITIES BELOW ARE ALL NEAT LINE VOLUMES After shipping the site 6 -inches, a total cut of 1,818 ay. and a total fill of 2390 c.y. has been migrated to obtain the finished sheet, cub, and tot grades shown an the grading plan. TREE INVENTORY LEGEND e TREE GREATER THAN 12" DBH TREE TO BE REMOVED NOTE: REFER TO ARBORIST REPORT FOR FOR SPECIFICS ON TREE SPECIES, DBH, AND HEALTH. MITIGATION TREES: DOUGLAS FIR. 5'-6' HIGH, 4" BASE: TOTAL=47x4"=188" p \1 TOTAL PROPOSED MITIGATION= 188" REFER TO SEPARATE TREE MITIGATION PLAN ACTUAL TREE LOCATIONS MAY CHANGE, DEPENDING ON FINAL STREET AND UTILITY LOCATIONS, AND LOCAL SOIL CONDITIONS AS SHOWN ON THE CONSTRUCTION PLANS. STREET TREE PROPOSED STREET TREES (NOT INCLUDED IN MITIGATION) SW BULL MOUNTAIN ROAD TREES BY DEVELOPER (WASH. CO,) RED SUNSET MAPLE ACER PLATANOIDES (MIX/MATCH) NORWAY MAPLE ACER BUERGERANUM INTERIOR TREES BY HOME BUILDERS) (CITY OF TIGARD) TRIDENT MAPLE ACER BUERGERANUM ALL TREES TO BE MIN. 2" CALIPER ACTUAL TREE LOCATIONS MAY CHANGE, DEPENDING ON FINAL STREET AND UTILITY LOCATIONS, AND LOCAL SOIL CONDITIONS AS SHOWN ON THE CONSTRUCTION PLANS. TROY PARK CALCULATIONS TREES GREATER THAN 12 " DBH Survey Point Common Name Tree Size Inches ACTION/CONDITION Tree Condition Removed Trees Could Size 1955 Ponderosa Pine 13 Remove (Fair) Regulated 1 13 1958 Austrian Pine 12 Remove (Fair) Regulated 1 12 1959 Knobcone Pine 12 Remove (Fair) Regulated 1 12 1961 Port Orford Cedar 13 Remove (Good) Regulated 1 13 1963 Ponderosa Pine 12 Remove (Fair) Regulated 1 12 1968 Scotch Pine 12 Remove (Fair) Regulated 1 12 1971 Scotch Pine 14 Remove (Fair) Regulated 1 14 1972 Scotch Pine 14 Remove (Fair) Regulated 1 14 1975 Turkish Filbert 13 Remove (Very Poor) EXEMPT 1 13 1978 Douglas Fir S4 Remove (Good) Regulated 1 54 1980 Apple 19 Remove (Poor) EXEMPT 1 19 1981 Cherry 39 Remove (Poor) EXEMPT 1 39 1982 Cherry 37 Remove (Very Poor) EXEMPT 1 37 1983 Apple 19 Remove (Very Poor) EXEMPT 1 19 1984 Pear 49 Remove (Poor) EXEMPT 1 49 1985 Cedar 14 Remove(Fair) Regulated 1 14 1986 Scotch Pine 15 Remove (Fair) Regulated 1 15 1988 Plum 12 Remove (Poor) EXEMPT 1 12 1989 Cherry 13 Remove (Fair) EXEMPT 1 13 1990 Plum 12 Remove (Poor) EXEMPT 1 12 TOTALS 398 20 398 TOTAL 8 OF TREES GREATER THAN 12" 20 TOTAL INCHES OF TREES GREATER THAN 12" _................. 398" TOTAL N OF TREES ASSESSED BY ARBORIST IN "FAIR" OR "GOOD" CONDITION ................. 12 TOTAL INCHES OF TREES IN "FAIR" OR "GOOD" CONDITION GREATER THAN 12 INCHES ..................198" Ai6 DENOTES TOTAL a OF TREES IN POOR OR VERY POOR CONDITION _........ 8 TOTAL INCHES OF EXEMPT TREES (ASSESSED BY ARBORIST IN "POOR" CONDITION OR FRUIT -BEARING)...... 213" TREES IN POOR CONDITIONARE EXEMPT FROM TREE MITIGATION CALCULATIONS TOTAL p OF REGULATED TREES GREATER THAN 12 INCHES TO BE RETAINED 0 TOTAL INCHES OF REGULATED TREES TO BE RETAINER 0 % TREES GREATER THAN 12 INCHES TO BE RETAINED= 0 0% OF THE HEALTHY TREES ONSITE CAN BE RETAINED. 100% OF THE HEALTHY TREES TO BE REMOVED WILL BE MITIGATED FOR. THE APPLICANT WILL PLANT 185 DIAMETER INCHES (398" LESS 213") OF TREES WITHIN THE TROY PARK SITE TO MITIGATE FOR THE HEALTHY TREES TO BE REMOVED IN ACCORDANCE WITH 18.790.060.d OF THE COMMUNITY DEV. CODE. Cubic Yards (Nast Lina) SU&TOTAL- EXCAVATED MATERIAL: (Common + U81ity Excavation) 1,431 EXCAVATED MATERIAL TOTAL (Inelutling available attlppings): 1,818 EXCAVATED MATERIAL TOTAL: (Cgmpactad at 80%of neat line volume) 1,454 FILL REQUIRED TO ATTAIN FINISHED GRADE ELEVATIONS SHOWN (2,390) ROADWAY PAVING AND BASEROCK VOLUME 508 TOTAL ADUSTED FILL VOLUME (1,882) ESTIMATED SHORTAGE (4281 Oy VOLUMES SHOWN ARE ESTIMATES ONLY. ACTUAL AMOUNTS MAY VARY, DEPENDING ON SUBSURFACE CONDITIONS AT THE TIME OF EXCAVATION, AND REMOVAL LIMITS FIELD SUPERVISED BY THE GEOTECHNICAL ENGINEER, AND ACTUAL EXCAVATED VOLUMES. DESIGN PDmrawm t I Tape R2iM2R(810 mm)minmlm 8 anaraearoJJmteetl m e. laws mm) mJofm,m Pwom wa Culor Mll Nrs lxaz 6.1810 mm)mnmum sopa° em ro.e mtoxa3ae RJsn mae 20 x;8096 m ml m�Omum h IrYmapprOrtln l� B, rom:ma, Nadel Or Rnah aam For 81, 1 foot=306.8 mm FIGURE J108.1 DRAINAGE DIMENSIONS 2004 OREGON STRUCTURAL SPECIALTY CODE 629R PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 HARRIS -McMONAGLE ASSOCIATES, INC. E N G I N E E R S— S U R V E Y O R S— P L A N N E R S 8740 SW SCOFFINS STREET TIGARD, OR 97223-6226 PHONE: (503) 639-3453 GRADING NOTES 1. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL ORGANICS. EXCESS/UNSUITABLE STRIPPING MATERIALS SHALL BE HAULED OFF SITE TO AN APPROVED LOCATION. 2. THE ROADWAY AND WATER QUALITY SWALE CUT AREAS ARE TO BE BLENDED TO THE ADJACENT LANDS TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER. AREAS IN EXCESS OF THIS SLOPE SHALL BE HYDRO—SEEDED OR OTHERWISE PROTECTED FROM EROSION. 3. THE ROOF AND FOOTING DRAIN LINES FOR ALL OF THE LOTS SHALL DISCHARGE INTO THE STORM MAINS OR THROUGH THE CURB WEEPHOLES. 4. SPRINGS ENCOUNTERED SHALL BE PIPED TO DRAIN INTO THE UNDERGROUND PIPING SYSTEM. THE GEOTECH SHALL DIRECT THE LIMITS AND PLACEMENT OF PERFORATED PIPE, DRAIN ROCK, ETC. 5. THE HOME BUILDER SHALL FORM A SWALE ALONG EACH SIDE AND/OR REAR LOT LINES, AS APPLICABLE, TO MANAGE THE DRAINAGE AFTER THE HOMES ARE CONSTRUCTED AND FINE GRADED — PER BUILDING CODE REQUIREMENTS. 6. ALL DISTURBED LOT AREAS SHALL BE SHAPED TO DRAIN AND FINISHED WITH A SMOOTH DRUM ROLLER TO PREVENT PONDING OF SURFACE WATER. 7. ALL FILLS ON LOTS TO BE COMPACTED TO 90% MINIMUM (DIRT/ROCK T-180) ALL ROADWAYS TO BE COMPACTED TO 95% MINIMUM (DIRT T-180 / ROCK T-99). & JUTE MAT SHALL BE PLACED ON SLOPES GREATER THAN 20%. 9. REVEGETATION AND TOP SOIL RESTORING REQUIRED AS SHOWN. CONTRACTOR TO CONFIRM COMPACTION NOTES" COMPACTION REQWUIREMENTS RH CRY AND GEOTECH AT PRE ROAD SECTION — EMBANKMENT: CONSTRUCTION MEETING. Minimum percent compaction required 90% below 3' of subgrade 95% within 3' of subgrade Test method required to determine maximum density T-99 or T-180 Frequency of density testing of embankment 8" lifts 3 tests for each 12' of embankment ROAD SECTION — SUBGRADE: Minimum percent compaction required 95% Percent compaction required to what depth below Subgrade 1 foot Test method required to determine maximum density PASHTO T-99 Frequency of density testing of subgrade As needed ROAD SECTION—AGGREGATE BASE: Minimum percent compaction required 95% Test methods required to determine maximum Density OSHD TM 106 or T-99 Frequency of density testing of aggregate base As needed ROAD SECTION — ASPHALT PAVEMENT: Minimum percent compaction required 92% Test method required to determine maximum density OSHD TM 306 Frequency of density testing of aggregate base 5 tests minimum* average Full time inspection or spot checking of Compaction Spot UTILITY TRENCH BACKFILL: (Beneath pavement or sidewalk) Minimum percent compaction required for bedding 90% Minimum percent compaction required for pipe zone 90% Minimum percent compaction required above pipe zone 95% Test method required to determine maximum density T-99 Different Requirement for PVC No In landscape area 85% ADDITIONAL INFORMATION/COMMENTS: *When using nuclear gauge, two readings at each site, the second at right angles to the first. The two readings will be averaged to obtain test density. TREE NOTES: BEFORE CONSTRUCTION• 1. ALL TREES TO BE RETAINED SHALL HAVE 5' OR 6' HIGH 11 GA. CHAIN LINK FENCE ON 2" GALVANIZED IRON POSTS DRIVEN A MIIMIMUM OF 2 FEET INTO THE GROUND AT NO MORE THAN 10 FOOT SPACING, INSTALLED AS DIRECTED BY THE PROJECT ARBORIST. THE CONTRACTOR SHALL NOT DISTURB THE SOIL OR STORE MATERIALS IN THE DRIPLINE AREAS. THE PROJECT ARBORIST SHALL BE CONTACTED IF THE CONTRACTOR NEEDS TO WORK IN THE ROOT ZONE AREAS OF THE TREES TO REMAIN. FENCING SHALL HAVE ORANGE FLAGGING EVERY 4' 2. THE TREES TO BE REMOVED SHALL BE CLEARLY MARKED WITH CONSTRUCTION FLAGGING. 3. THE PROJECT ARBORIST SHALL BE ONSITE TO DISCUSS THE METHODS OF TREE REMOVAL AND THE PROTECTION OF THE TREES TO REMAIN BEFORE CONSTRUCTION COMMENCES. METHODS USED TO PROTECT THE TREES TO REMAIN SHALL INCLUDE: WEDGES, ROPES, AND REMOVING TREES IN PIECES. DURING CONSTRUCTION: 4. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT OUTSIDE THE ROOT ZONE OF THE TREES WHICH COULD CAUSE HARM TO THE TREES SUCH AS LEAKY SOLVENT CONTAINERS, CEMENT BAGS, DIESEL, LEAKY EQUIPMENT, ETC. WHICH MAY CONTAMINATE THE SOIL AROUND THE TREES TO REMAIN. 5. THE PROJECT ARBORIST SHALL EVALUATE ANY FILL OR EXCAVATION ACTIVITIES WITHIN THE DRIPLINES OF ANY TREES TO REMAIN. SPECIAL ROOT CUTTING AND/OR ROCK FILL AERATION BLANKETS MAY BE REQUIRED. 6. THE PROJECT ARBORIST WILL GIVE A FINAL REPORT TO THE CITY OF 71GARD ENGINEERING DEPT. AND TO THE OWNER AT THE END OF THE PROJECT WHICH WILL DESCRIBE THE MEASURES WHICH NEED TO TAKEN BY THE HOME—BUILDERS AND FUTURE HOMEOWNERS TO FURTHER MAINTAIN AND PROTECT THE REMAINING TREES. ARBORIST REPORTS MUST BE SUBMITTED ALL THE WAY THROUGH THE HOME BUILDING PHASE; EVERY TWO WEEKS. WASHINGTON COUNTY CASEFILE #08-902 SCALE 'ROY PARK DWGS NA E°WN 3.GRADING SHEET GRADING PLAN 3 AND TREE PRESERVATION PLAN OF 15 P9goE. TCM AS BUILT �g ��G' "EFR DRAFTED Ai6 DENOTES 98 E TCM AS BUILT" DIMENSIONS OR Y 21.1 S 4/F8 0 B�RQ\ EXPIRES JUNE 30th, 2013 CHECKED WLMc DATE 2/D4/D8 PDmrawm t I Tape R2iM2R(810 mm)minmlm 8 anaraearoJJmteetl m e. laws mm) mJofm,m Pwom wa Culor Mll Nrs lxaz 6.1810 mm)mnmum sopa° em ro.e mtoxa3ae RJsn mae 20 x;8096 m ml m�Omum h IrYmapprOrtln l� B, rom:ma, Nadel Or Rnah aam For 81, 1 foot=306.8 mm FIGURE J108.1 DRAINAGE DIMENSIONS 2004 OREGON STRUCTURAL SPECIALTY CODE 629R PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 HARRIS -McMONAGLE ASSOCIATES, INC. E N G I N E E R S— S U R V E Y O R S— P L A N N E R S 8740 SW SCOFFINS STREET TIGARD, OR 97223-6226 PHONE: (503) 639-3453 GRADING NOTES 1. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL ORGANICS. EXCESS/UNSUITABLE STRIPPING MATERIALS SHALL BE HAULED OFF SITE TO AN APPROVED LOCATION. 2. THE ROADWAY AND WATER QUALITY SWALE CUT AREAS ARE TO BE BLENDED TO THE ADJACENT LANDS TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER. AREAS IN EXCESS OF THIS SLOPE SHALL BE HYDRO—SEEDED OR OTHERWISE PROTECTED FROM EROSION. 3. THE ROOF AND FOOTING DRAIN LINES FOR ALL OF THE LOTS SHALL DISCHARGE INTO THE STORM MAINS OR THROUGH THE CURB WEEPHOLES. 4. SPRINGS ENCOUNTERED SHALL BE PIPED TO DRAIN INTO THE UNDERGROUND PIPING SYSTEM. THE GEOTECH SHALL DIRECT THE LIMITS AND PLACEMENT OF PERFORATED PIPE, DRAIN ROCK, ETC. 5. THE HOME BUILDER SHALL FORM A SWALE ALONG EACH SIDE AND/OR REAR LOT LINES, AS APPLICABLE, TO MANAGE THE DRAINAGE AFTER THE HOMES ARE CONSTRUCTED AND FINE GRADED — PER BUILDING CODE REQUIREMENTS. 6. ALL DISTURBED LOT AREAS SHALL BE SHAPED TO DRAIN AND FINISHED WITH A SMOOTH DRUM ROLLER TO PREVENT PONDING OF SURFACE WATER. 7. ALL FILLS ON LOTS TO BE COMPACTED TO 90% MINIMUM (DIRT/ROCK T-180) ALL ROADWAYS TO BE COMPACTED TO 95% MINIMUM (DIRT T-180 / ROCK T-99). & JUTE MAT SHALL BE PLACED ON SLOPES GREATER THAN 20%. 9. REVEGETATION AND TOP SOIL RESTORING REQUIRED AS SHOWN. CONTRACTOR TO CONFIRM COMPACTION NOTES" COMPACTION REQWUIREMENTS RH CRY AND GEOTECH AT PRE ROAD SECTION — EMBANKMENT: CONSTRUCTION MEETING. Minimum percent compaction required 90% below 3' of subgrade 95% within 3' of subgrade Test method required to determine maximum density T-99 or T-180 Frequency of density testing of embankment 8" lifts 3 tests for each 12' of embankment ROAD SECTION — SUBGRADE: Minimum percent compaction required 95% Percent compaction required to what depth below Subgrade 1 foot Test method required to determine maximum density PASHTO T-99 Frequency of density testing of subgrade As needed ROAD SECTION—AGGREGATE BASE: Minimum percent compaction required 95% Test methods required to determine maximum Density OSHD TM 106 or T-99 Frequency of density testing of aggregate base As needed ROAD SECTION — ASPHALT PAVEMENT: Minimum percent compaction required 92% Test method required to determine maximum density OSHD TM 306 Frequency of density testing of aggregate base 5 tests minimum* average Full time inspection or spot checking of Compaction Spot UTILITY TRENCH BACKFILL: (Beneath pavement or sidewalk) Minimum percent compaction required for bedding 90% Minimum percent compaction required for pipe zone 90% Minimum percent compaction required above pipe zone 95% Test method required to determine maximum density T-99 Different Requirement for PVC No In landscape area 85% ADDITIONAL INFORMATION/COMMENTS: *When using nuclear gauge, two readings at each site, the second at right angles to the first. The two readings will be averaged to obtain test density. TREE NOTES: BEFORE CONSTRUCTION• 1. ALL TREES TO BE RETAINED SHALL HAVE 5' OR 6' HIGH 11 GA. CHAIN LINK FENCE ON 2" GALVANIZED IRON POSTS DRIVEN A MIIMIMUM OF 2 FEET INTO THE GROUND AT NO MORE THAN 10 FOOT SPACING, INSTALLED AS DIRECTED BY THE PROJECT ARBORIST. THE CONTRACTOR SHALL NOT DISTURB THE SOIL OR STORE MATERIALS IN THE DRIPLINE AREAS. THE PROJECT ARBORIST SHALL BE CONTACTED IF THE CONTRACTOR NEEDS TO WORK IN THE ROOT ZONE AREAS OF THE TREES TO REMAIN. FENCING SHALL HAVE ORANGE FLAGGING EVERY 4' 2. THE TREES TO BE REMOVED SHALL BE CLEARLY MARKED WITH CONSTRUCTION FLAGGING. 3. THE PROJECT ARBORIST SHALL BE ONSITE TO DISCUSS THE METHODS OF TREE REMOVAL AND THE PROTECTION OF THE TREES TO REMAIN BEFORE CONSTRUCTION COMMENCES. METHODS USED TO PROTECT THE TREES TO REMAIN SHALL INCLUDE: WEDGES, ROPES, AND REMOVING TREES IN PIECES. DURING CONSTRUCTION: 4. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT OUTSIDE THE ROOT ZONE OF THE TREES WHICH COULD CAUSE HARM TO THE TREES SUCH AS LEAKY SOLVENT CONTAINERS, CEMENT BAGS, DIESEL, LEAKY EQUIPMENT, ETC. WHICH MAY CONTAMINATE THE SOIL AROUND THE TREES TO REMAIN. 5. THE PROJECT ARBORIST SHALL EVALUATE ANY FILL OR EXCAVATION ACTIVITIES WITHIN THE DRIPLINES OF ANY TREES TO REMAIN. SPECIAL ROOT CUTTING AND/OR ROCK FILL AERATION BLANKETS MAY BE REQUIRED. 6. THE PROJECT ARBORIST WILL GIVE A FINAL REPORT TO THE CITY OF 71GARD ENGINEERING DEPT. AND TO THE OWNER AT THE END OF THE PROJECT WHICH WILL DESCRIBE THE MEASURES WHICH NEED TO TAKEN BY THE HOME—BUILDERS AND FUTURE HOMEOWNERS TO FURTHER MAINTAIN AND PROTECT THE REMAINING TREES. ARBORIST REPORTS MUST BE SUBMITTED ALL THE WAY THROUGH THE HOME BUILDING PHASE; EVERY TWO WEEKS. WASHINGTON COUNTY CASEFILE #08-902 SCALE 'ROY PARK DWGS NA E°WN 3.GRADING SHEET GRADING PLAN 3 AND TREE PRESERVATION PLAN OF 15 T/L 3700 T/L 380 _V_T - I -L 'rte �- IL I r LOT -4 7+60.03, 16.2' LT. BEGIN - I _� �- �- �_ u a 43.1 T.c a N .22t _ CURB & S/W T.C. 498.84 0 (MATCH EXIST.) g A.D. = 8.5 A.D. = 5' SIDEWALK /IEW DRIVE 7+65.50 BOUNDARY ' FIRE TIlPNAROUNn - - p 7+00 4 8+00 N 88'38'31" E O 9+00 218.85 I -�- 117.70' - :8+83.20S2:W�W-INT-EkVIEW 8 + - + pn S REMOVE &REPAVE FULL WIDTH8+83.20, AREAOF NEW SANITARY ANDI -REMOVE EXIST. BARRICADE DR. 101.15' CO 22'WIDE COMMERCIAL DM/ 9+81.35 CIL- END PVMT. STORM TRENCHES 122NDPL. TC49938 A ROACH, WITH 5' WINGS PE DTL. #141,143 F.G. 499.24 aZ Z \ .. 34'1. •2 ;.�. 7+60.04, 15.8' RT. BEGIN S SIDEWALK . . CURB & SMI T.C. 498.8 (MATCH EXIST. - - - z �067'F02 8+73.20,2711I RT. 'Lf-- - - - - - N M8+93.20, 2T RT. 9+80.27,16.0- RST. END BEGINuo I RAMP TOBMAIfSC INOSE CURB END CURB & SJW T.C. ¢99.28 Z I1 D (DO PUBLIC STP.&EfISI�WWWWWMCL���000LLL.���-�JJJ'''"' ��UGL� N I R C 1501.75 II N LOT 10 T.J.501.25 T - LOT 5 T/L 4000 T/L 390 to m TEI ITI n m BAC A SHALL BE SUBJECT TO AN EMER�ENCY w w$ L - c r.➢ I VEHICLE ACCESS EASEMENT ACROSS ITS -F- ENTiR m I STA = 0+37 20 z LOT 9 21.25' v m d ^ O I DRIVEWAY DROP NOTE: g N DRIVEWAY LOCATIONS SHOWN ARE I LOT 6 (� CP O NWOC) APPROXIMATE. THE CONTRACTOR SHALLF-I CONTACT THE OWNER AND CONF RM I LOCATION AND WIDTH OF THE DRIVEWAY DROPS SHOWN ONE WEEK BEFORE �� O I REQUESTING CURB STAKES I J li - O it --�� 1+3'8.00, 10'RT. - - P.T. C R� IT. C. 490.84\ 1+38,00 10'LT. C. CURB '1x,0.498!44 HIGH POINT ELEV = 500.17 HIGH POINT STA = 8+39.90 L� \6�1 STA = 7+01.90 1 OT R FOR FUTURE ')+48.00.-- -PVI MID -PT. CURVE I 1 7 PVI ELEV = 500.89 K - 3.81 m A.D. =-12.50 K = 24.00 300' VC FINISHED ; 20' VC ZZ > 3 m U O Z 4N9r-p 52^� o H O v X II-- Z o + Ci ry a v ROU D u>C1 °~ PROFILE Zm 'L m p w a U R .50% rn w Im y m+ �U U G PROF LE N a N S N wm F.G. _=INISHED GRADE @ CENTERLINE LEFT CURB=+0.30 LL - RIGHT CURB = +0.70 0� S 2 u= `\ wq TRACT A SW 122ND PLACE C VER .: 1"=2 \ \ PRIVATE STREET L n r ~ LL Q -FINISHED E Z + GRADE PROFILE TOP OF 1 PROFILE I, SW WINTERVIEW DRIVE l PUBLIC STREET J 7+00 7+50 8+00 8+50 9+00 9+50 REFERENCE INFORMATION AND NOTES: FOR COMPACTION - REFER TO SHEET 3 AS BUILT A76 DENOTES AS 1 STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 BUILT- DIMENSIONS REV. DESCRIPTION SUB. APPR. DATE REFER TO TRACING FOR LATEST REVISION 1 �9+84.4 CIL SITE BOUNDARY NOTE: DENOTES MONUMENT BOX (BY CONTRACTOR) PER CITY DETAIL #170 N TYPICAL STREET SECTIONS A E HOWN ON SHEET 6 I REFER TO SHEET 10 FOR SIGN G AND STRIPING JDETAILS i 1N I E I I I S I � I II�T111i11 Q 20 40 11+00 12+00 SCALE: 1"=20' I Th. 1300 - I I 504 �001(n ()INIt^'gOR STREET TREES �- TRIDENT MAPLE (ACER TATARICUM) PLAIN. 2" CALIPER O NT WITH WATERING BAG (::)SW BULL MOUNTAIN ROAD TREES BY DEVELOPER 500 INTERIOR TREES BY HOME BUILDER(S) ACTUAL TREE LOCATIONS MAY CHANGE, DEPENDING ON FINAL STREET AND UTILITY LOCATIONS, AND LOCAL SOIL CONDITIONS AS SHOWN ON THE CONSTRUCTION PLANS. 496 PVI STA = 10+32.5 PVI ELEV = 499.23 K = 26.76 -175'VC- w HIGH POINT ELEV - 499.82 >_ HIGH POINT STA = 0+33.40 K w1ere=n 7 5041 5001 4961 0+00 0+50 1+00 1+50 J1� U PVI ELEV = 499.96 g A.D. = 8.5 A.D. = .25 a m K=3. 0 is K =13.53 aZ Z 20'YC z 3 115' V LOW POINT ELEV = 06.113 m z O A m EXISTING 500 LOW FOINT STA = 1+ 15.19 3 N w w$ GROUND I STA = 0+37 c+ v m d ^ PROFILE ELEV =498.05) �� !RF ~-�- Cl li - - it --�� A.D. A.D.=-5.25 �-� K - 3.81 m FINISHED 20' VC 4Q0 O �> GRADE Z 490 PROFILE \ '� U w 0O �U G + + c S F.G. _=INISHED GRADE @ CENTERLINE LEFT CURB=+0.30 LL RIGHT CURB = +0.70 `\ wq TRACT A SW 122ND PLACE \ \ PRIVATE STREET 5041 5001 4961 0+00 0+50 1+00 1+50 J1� A.D. = 8.5 is K =13.53 z W 115' V 500 �� w �-� m 4Q0 O �> Z 490 \ '� w 0O + `\ wq LL Q Z + \ o 2 FUTU I`J� EJ/ _ U- M O' F TOP OF CUB ` , � ? 466 PROFILE m� EXISTING U CENTERLINE � PROFILE 492 +1.00% WASHONGTON COUNTY 13+00 j08-902 10+00 10+50 11+00 11+50 1 12+00 12+50 CASEALE DESIGN DESIGN PRESTIGE PROPERTIES, LLC SCALE PR cI NfE.R gyp' TCM 12670 SW 68TH AVENUE, SUITE 300 TROY PARK AS SHOWN DRAFFED TCM DWG. NAME 4.STREET 96 TIGARD, OR 97223 (503) 297-1881 oR ky M1 CHECKED WLMc HARRIS -McMONAGLE ASSOCIATES, INC. ENG I N E E R S- S U R V E Y O R S- PLAN N E R S STREET PLAN SHEET 4 21. +� d�yg8 DA2 D4O8 / / 0. HAPQ\9 8740 SW SCOFFINS STREET TIGARD, OR 97223-6226 AND PROFILE OF 15 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 I I 1 0 20 40 1 SCALE: 1"=20' 1 --- 1 N4+00 5+00 �W W WSW W W W W W W 490 480 PLANTER IDE�N9�K a "TH0RNWOOD" TROY PARK - BULL MOUNTAIN ROAD PAVEMENT ELEVATION CALCULATIONS 2/23/2011 LEFT OFFSET TO EP EG EP LEFT FG EP LEFT (4.5%) DIFFERENCE EG CL FG CL DIFFERENCE RIGHT OFFSET TO EP EG EP RIGHT FG EP RIGHT (-2%) DIFFERENCE 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 17.83 23.76 20.77 18.75 16.72 15.28 15.12 15.35 15.54 491.88 491.60 491.56 491.54 491.53 491.46 491.46 491.57 491.72 491.92 491.90 492.12 492.15 492.12 492.05 491.94 491.80 491.67 0.04 0.30 0.56 0.61 0.59 0.59 0.46 0.23 -0.05 492.55 492.71 492.67 492.39 492.17 492.11 492.17 492.29 492.38 492.72 492.97 493.05 492.99 492.87 492.74 492.62 492A9 492.37 0.17 0.26 0.38 0.80 0.70 0.63 0.45 0.20 -0.01 18.36 18.49 17.89 17.16 16.72 16.71 16.71 16.67 15.33 492.40 492.99 492.88 492.68 492.45 492.26 492.12 492.05 492.36 492.35 492.60 492.69 492.65 492.54 492.41 492.29 492.16 492.06 -0.05 -0.39" -0.19" -0.03" 0.09 0.15 0.17 0.11 -0.30 " ADDITIONAL PAVEMENT GRINDING OR CENTERLINE OVERLAY REQUIRED TO ACHEIVE POSITIVE CROWN SLOPE V' E R T C VERT.: 1"=2' A L E HORZ.ISCALE / 496 494 492 / ORIGINAL / / FHORNWOO " ESIGN ' i i / / / 480 1NOTE: J ; ,REFER TO STRIPING PLAN ON 1 I- - - - - - - - - - - - - - - - - ZGRAVEL SHOULDER Lu EXISTING TION) E LE E - E - E E E - E OF OVERLAY (REFER TO TYPICAL SEC I E XV ENT AREA (HATCHED) UY MIMS MR I ��7i►i, ro Ll�ILM.. .►+�+i alparice_ �...ww ✓�..a.��iiasf��1�.:1%il�.►�t1 %w'7Gti��►i is5i illi i✓+rvi.+v .w� ..- �v�r,.���►isi1��%/v/�i_i//fff�//r�MI`"r•,��i 4 t lim PEW UTLIL.E2���U-VTER ° (ry B � NT s. wz. wz. ae YD!I&'6 51" FIR C) 7+50,22. RT a " - � ' < - e " ° - L 9+75.63, 15'RT. + BEGIN CURB 6 SM/ ° -° BY C NTRAGTOR - HOLES - - MATCH EXIST. T.C. 492.40 RELOCATE 7+61.33, 22' RT. 7+70.33, 25 RT. OOTING DRAIN LATERALS RIW FOO 9+70,63, 25' RT. P`�+T• r (MATCH EXIST.) EX. UTILITY BEGIN 3:1 TAPER END 3:1 TAPE 15' OF 4"ABS " T ROY Y P A R K" LATERALS 15' OF 4" ABS END CURB 5' WIDE r BOXES .092.45- - 7 492:49 3=0.0200 - - - - - - --MARK ENDS WITH �=0.8280 - - T.C. 492.39 AIC PATH 2X4"PAINIED WHITE SW STA. 3" LEVAL 2 HP IAC RD 40~ a 10 m 2"x4" PAI ED WHRE ASPHALT ON REVISED DESIGN 70' VC GRA DE BREAK z_ 6"1 -1/2"( -)ROCK I STA = 8+10 J o I 496 I ELEV = 493.1 -492 A.D. _ -1.63wo - - - az - K=42.94 Z 04 41 4 a EXISTING( O I M r BULL MOUNTAIN ROAD STREET TREES RED SUNSET MAPLE NORWAY MAPLE (MIX/MATCH) MIN. 2" CALIPER PLANT WITH WATERING BAG SW BULL MOUNTAIN ROAD TREES BY DEVELOPER INTERIOR TREES BY HOME BUILDER(S) ACTUAL TREE LOCATIONS MAY CHANGE, DEPENDING ON FINAL STREET AND UTILITY LOCATIONS, AND LOCAL SOIL CONDITIONS AS SHOWN ON THE CONSTRUCTION PLANS. / / SW BULL MOUNTAIN ROAD 472 ,'' STA. 0+00 TO 10+05 4+00 5+00 6+00 7+00 8+100 REFERENCE INFORMATION AND NOTES: DESIGN PRESTIGE PROURTIES, LLC FOR COMPACTION - REFER TO SHEET 3 �g``�, PRC DRAFTED TCM 12670 SWGARD68TH AVENUU7, SUITE 300 223 98 E r TCM (503) 297-1881 AS BUILT 6R CHECKED HARRIS-MCMONAGI:E ASSOCIATES, INC. 1 STORM AND SANITARY AS-BUILTS DEB WI -Mc 4-9-13 A/B DENOTES vry WLMc ENGINEERS - S U R V E Y O R S- PLAN N E R S REV. DESCRIPTION SUB. APPR. DATE AS BUILT" DIMENSIONS ✓ 21'" e 1'�8 Q 1% DATE DATE 8740 SW SCOFFINS STREET REFER TO TRACING FOR LATEST REVISION2/04/08 TIGARD, OR 97223-6226 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 BULL MOUNTAIN ROAD CONSTRUCTION NOTES 1. THE SITEWORKS CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO WASHINGTON COUNTY AND OBTAIN APPROVAL PRIOR TO COMMENCING CONSTRUCTION IN SW BULL MOUNTAIN ROAD. 2. THE SITEWORKS CONTRACTOR SHALL SET THE CURB STRING LINE FOR THE SW BULL MOUNTAIN ROAD IMPROVEMENTS 48 HOURS PRIOR TO PORING THE CURB AND GUTTER TO ALLOW THE COUNTY INSPECTOR AND PROJECT ENGINEER TO EVALUATE AND ADJUST AS NECESSARY. 3. THE CONTRACTOR SHALL RAISE/ADJUST ALL EXISTING VALVE BOXES, MANHOLE RIMS AND OTHER AT GRADE UTILITY COVERS TO THE NEW PAVEMENT GRADE, BEFORE COMMENCING PAVING ON SW BULL MOUNTAIN ROAD. 4. THE CONTRACTOR SHALL CONTACT THE ARBORIST AND MEET ONSITE TO AIR SPADE THE EXISTING TREE ROOTS OF TREE #1976, LOCATED OFF OF THE NORTHEAST CORNER OF THE SITE, AS MAY BE NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN. � a i, 494 "v •wF W F m ElRlIf 480 WASHINGTON COUNTY CAS F1L #08-992 9+00 10+00 SCALE TROY PARK D GS NAME SH TROY 5.STREET SHEEP SW BULL MOUNTAIN ROAD 5 PLAN AND PROFILE OF 15 � +a NOTE: T.0 = F.G. AT CEN ERLINE END CURB AND SID WALK 3:c lam O r a SW STA. BULL MOUNTAIN +50 TC.492 RD 40~ a 10 m REVISED DESIGN GRA DE BREAK 0.50% 1.13% -492 - - - - ZI Z 04 41 4 a EXISTING( r z Lu (2 w �_ CE TERLII 24" O w O w x w (DASHED) COVER '4I 1O X13+ IN - + co m w nq + v3) I vii V) o I -n BULL MOUNTAIN ROAD STREET TREES RED SUNSET MAPLE NORWAY MAPLE (MIX/MATCH) MIN. 2" CALIPER PLANT WITH WATERING BAG SW BULL MOUNTAIN ROAD TREES BY DEVELOPER INTERIOR TREES BY HOME BUILDER(S) ACTUAL TREE LOCATIONS MAY CHANGE, DEPENDING ON FINAL STREET AND UTILITY LOCATIONS, AND LOCAL SOIL CONDITIONS AS SHOWN ON THE CONSTRUCTION PLANS. / / SW BULL MOUNTAIN ROAD 472 ,'' STA. 0+00 TO 10+05 4+00 5+00 6+00 7+00 8+100 REFERENCE INFORMATION AND NOTES: DESIGN PRESTIGE PROURTIES, LLC FOR COMPACTION - REFER TO SHEET 3 �g``�, PRC DRAFTED TCM 12670 SWGARD68TH AVENUU7, SUITE 300 223 98 E r TCM (503) 297-1881 AS BUILT 6R CHECKED HARRIS-MCMONAGI:E ASSOCIATES, INC. 1 STORM AND SANITARY AS-BUILTS DEB WI -Mc 4-9-13 A/B DENOTES vry WLMc ENGINEERS - S U R V E Y O R S- PLAN N E R S REV. DESCRIPTION SUB. APPR. DATE AS BUILT" DIMENSIONS ✓ 21'" e 1'�8 Q 1% DATE DATE 8740 SW SCOFFINS STREET REFER TO TRACING FOR LATEST REVISION2/04/08 TIGARD, OR 97223-6226 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 BULL MOUNTAIN ROAD CONSTRUCTION NOTES 1. THE SITEWORKS CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO WASHINGTON COUNTY AND OBTAIN APPROVAL PRIOR TO COMMENCING CONSTRUCTION IN SW BULL MOUNTAIN ROAD. 2. THE SITEWORKS CONTRACTOR SHALL SET THE CURB STRING LINE FOR THE SW BULL MOUNTAIN ROAD IMPROVEMENTS 48 HOURS PRIOR TO PORING THE CURB AND GUTTER TO ALLOW THE COUNTY INSPECTOR AND PROJECT ENGINEER TO EVALUATE AND ADJUST AS NECESSARY. 3. THE CONTRACTOR SHALL RAISE/ADJUST ALL EXISTING VALVE BOXES, MANHOLE RIMS AND OTHER AT GRADE UTILITY COVERS TO THE NEW PAVEMENT GRADE, BEFORE COMMENCING PAVING ON SW BULL MOUNTAIN ROAD. 4. THE CONTRACTOR SHALL CONTACT THE ARBORIST AND MEET ONSITE TO AIR SPADE THE EXISTING TREE ROOTS OF TREE #1976, LOCATED OFF OF THE NORTHEAST CORNER OF THE SITE, AS MAY BE NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN. � a i, 494 "v •wF W F m ElRlIf 480 WASHINGTON COUNTY CAS F1L #08-992 9+00 10+00 SCALE TROY PARK D GS NAME SH TROY 5.STREET SHEEP SW BULL MOUNTAIN ROAD 5 PLAN AND PROFILE OF 15 Lo r W W I I I I I I I----------F-------------------------- I EXISTING — — I I EXIST. RNVEDGE PAVEMEE NT _Ja_ n+oo SW BULL MOUNTAIN ROAD (C.R. A-147) 0 12+00 13+00 w — 13+68.36 ------------ I INLET "" (UNDER CONSTRUCTION) ---=------- --E---- —E--- ______ _______ EXISTING I ---- STM----�1�----�L-----$T — ---- EDGE OF --- PAVEMENT —i-------------------1 --- I I1"BU Lam,MOUNTAIN VIEW; ESTATES" 10+00 11+00 12+00 13+00 PA 3' PUBLIC 5' UTILITY SIDEWALK PLAME EASEMENT STRIP 21% 16' CInVDR #126 3.137 NORTH 54' RIGHT-OF-WAY -32' PAVEMENT 6 5.5' PLANTER SIO ^ ST STD CURB & GUTTER 3.737 CITY DTL #126 ' P/L `3-1/2" CLASS "C" ASPHALTIC CONCRETE 2. 3/4"(-) LEVELING ROCK NOTES: 8" 2"(-) BASE ROCK PLACE ASPHALT IN 2 LIFTS (1-1/2" OVERLAY 1 YEAR) INTERIOR PUBLIC STREET SW WINTERVIEW DRIVE NO SCALE P/L CL EAST P 8' PUE 2125' WIDE TRACT NO PUE SIDEWALK & 20' PAVEMENT WATERLINE 1. STD CURB. EASEMENT STD CURB. &GUTTER 0.25' & GUTTER CIN DTL #126 CIN DTL #126 2% 2% T.C. = CA F.G. T.C. = C/L F.G. +0.30' 004 D 0x-1°0 — REVERSE GUTTER SLOPE (AWAY FROM CURB) 3-1/2" CLASS "C" ASPHALTIC CONCRETE N07ES: 2" 3/4"(-) LEVELING ROCK NO PARKING (BOTH SIDES OF STREET) 8" 2"(-) BASE ROCK TRACT A PRIVATE STREET TRACT TYPICAL STREET SECTION NORTH PA 37' RIGHT-OF-WAY 0.5'\ 15'3 (VPRITS) 25' PAVEMENT 5.5' 6' 1 8' TI 2• PLANTER SIDEWALK URLNI GRAVEL MINIMUTA 2" THICK STRIP DTL: 2110 EASEMEI SHLDR. CLASS C" ASPHALT STD CURB. 6" 2"(-) ROCK OVERLAY & GUTTER 4`5R 2.59 DTL: 2010 2 -LEVEL 3 HMAC ASPHALTIC CONCRETE 3-1/2" LEVEL 3 HMAC ASPHALTIC CONCRETE EXISTING ASPHALT- PLACE ALL ASPHALT ON SAME DAY / NOTES: 2" 3/4"(-) LEVELING ROCK � NO PARKING EITHER SIDE OF BULL MTN ROAD. 14" 2"(-) BASE ROCK NO DIRECT ACCESS ONTO BULL MOUNTAIN ROAD. EXISTING ASPHALT IS TO BE GROUND TO MAINTAIN A MINIMUM 2 -INCH THICKNESS OF NEW OVERLAY SW BULL MOUNTAIN ROAD (Cl COLLECTOR STREET) TYPICAL STREET SECTION NO SCALE FOR COMPACTION REQUIREMENTS, REFER TO TABLE ON SHEET 3 PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 8' PUBLIC UTILTIY EASEMENT HARRIS —McMONAGLE ASSOCIATES, INC. E N G I N E E R S- S U R V E Y O R S- P L A N N E R S 8740 SW SCOFFINS STREET TIGARD, OR 97223-6226 PHONE: (503) 639-3453 WASHINGTON COUNTY CASEFILE #08-90, scALE TROY PARK DWGS NA E°WN S.STREET SHEET SW BULL MOUNTAIN ROAD 6 PLAN AND PROFILE OF 15 REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS ��QED PROFFg� �y FNGI NEER /py 96 E 6R 21•jg9M15 'A EXPIRES JUNE 30th, 2013 DESIGN TCM DRAFTED TCM CHECKED WLMc STORM AND SANITARY AS -GUILTS DBB WLM. 4-9-13 DESCRIPTION SUB. APPR. DATE✓fir DATE REFER TO TRACING FOR LATEST REVISION2/04/08 PA 3' PUBLIC 5' UTILITY SIDEWALK PLAME EASEMENT STRIP 21% 16' CInVDR #126 3.137 NORTH 54' RIGHT-OF-WAY -32' PAVEMENT 6 5.5' PLANTER SIO ^ ST STD CURB & GUTTER 3.737 CITY DTL #126 ' P/L `3-1/2" CLASS "C" ASPHALTIC CONCRETE 2. 3/4"(-) LEVELING ROCK NOTES: 8" 2"(-) BASE ROCK PLACE ASPHALT IN 2 LIFTS (1-1/2" OVERLAY 1 YEAR) INTERIOR PUBLIC STREET SW WINTERVIEW DRIVE NO SCALE P/L CL EAST P 8' PUE 2125' WIDE TRACT NO PUE SIDEWALK & 20' PAVEMENT WATERLINE 1. STD CURB. EASEMENT STD CURB. &GUTTER 0.25' & GUTTER CIN DTL #126 CIN DTL #126 2% 2% T.C. = CA F.G. T.C. = C/L F.G. +0.30' 004 D 0x-1°0 — REVERSE GUTTER SLOPE (AWAY FROM CURB) 3-1/2" CLASS "C" ASPHALTIC CONCRETE N07ES: 2" 3/4"(-) LEVELING ROCK NO PARKING (BOTH SIDES OF STREET) 8" 2"(-) BASE ROCK TRACT A PRIVATE STREET TRACT TYPICAL STREET SECTION NORTH PA 37' RIGHT-OF-WAY 0.5'\ 15'3 (VPRITS) 25' PAVEMENT 5.5' 6' 1 8' TI 2• PLANTER SIDEWALK URLNI GRAVEL MINIMUTA 2" THICK STRIP DTL: 2110 EASEMEI SHLDR. CLASS C" ASPHALT STD CURB. 6" 2"(-) ROCK OVERLAY & GUTTER 4`5R 2.59 DTL: 2010 2 -LEVEL 3 HMAC ASPHALTIC CONCRETE 3-1/2" LEVEL 3 HMAC ASPHALTIC CONCRETE EXISTING ASPHALT- PLACE ALL ASPHALT ON SAME DAY / NOTES: 2" 3/4"(-) LEVELING ROCK � NO PARKING EITHER SIDE OF BULL MTN ROAD. 14" 2"(-) BASE ROCK NO DIRECT ACCESS ONTO BULL MOUNTAIN ROAD. EXISTING ASPHALT IS TO BE GROUND TO MAINTAIN A MINIMUM 2 -INCH THICKNESS OF NEW OVERLAY SW BULL MOUNTAIN ROAD (Cl COLLECTOR STREET) TYPICAL STREET SECTION NO SCALE FOR COMPACTION REQUIREMENTS, REFER TO TABLE ON SHEET 3 PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 8' PUBLIC UTILTIY EASEMENT HARRIS —McMONAGLE ASSOCIATES, INC. E N G I N E E R S- S U R V E Y O R S- P L A N N E R S 8740 SW SCOFFINS STREET TIGARD, OR 97223-6226 PHONE: (503) 639-3453 WASHINGTON COUNTY CASEFILE #08-90, scALE TROY PARK DWGS NA E°WN S.STREET SHEET SW BULL MOUNTAIN ROAD 6 PLAN AND PROFILE OF 15 T/L 3800 1 - ." -74 I. . I- AB LOT 1 0+32 42 L.F. -I- - -a-- LOT 2LOT 3 AB we LOT /B as 0+88 1+86 2+21 42 L.F. 42 L.F. 42 L.F. +---�------ --4- - - - I- -- HI-PT. -A- I- - 0+00 CONST. r� - - - - MH ST -A1 REMOVE EXIST. 1+47.70 CONST. OVER EXIST. LINE MH. AND PIPE MH ST -A2 =7+40.50, 5' RT. STR. LOT 10 =0+00 LINE A2 Jill CWS DTL. #010 =8+80.20, 5' RT. STF A/B RIM 497.92 CWS DTL. #010 A/B RIM 499.91 T/L 3900 O++88,3 26 L.F1 LOT 9 26 L.F. L i \ LOT 8 STORM LATERAL TABLE: LOT# T.C. STORM LATERAL LATERAL PIPE STORM LINE b TEE I.E. E.O.P. D L S TWE STATION 1 499.22 492.22 494.2 5.0 42.0 4.8% D-3034 0+32.0 LINEA 2 500.14 492.50 495.1 5.0 42.0 6.3% D3034 0+88.0 LINEA 3 499.76 493.19 494.8 5.0 42.0 3.7% D3034 1+86.0 LINEA 4 499.45 493.37 494.5 5.0 42.0 2.6% D3034 2+21.0 LINEA 5 500.20 493.25 495.2 5.0 16.0 12.2% D3034 0+32.0 LINE A2 6 498.30 493.48 493.8 4.5 16.0 2.0% D3034 0+78.0 LINE A2 7 496.70 493.84 494.3 2.4 22.0 2.0% C -9W 1+30.0 LINE A2 8 496.84 493.84 494.4 2.5 26.0 2.0% C -9W 1+30.0 LINE A2 9 498.49 493.51 494.0 4.5 26.0 2.0% D3034 0+83.0 LINE A2 10 499.48 492.27 494.5 5.0 32.0 6.9% D-3034 0+42.0 LINEA STORM SEWER CONSTRUCTION NOTES: 1. REFER TO GENERAL CONSTRUCTION NOTES ABOVE. 2. MAIN LINE PIPE SHALL BE 12" AND SERVICE LATERALS SHALL BE 4" PVC, CONFORMING TO ASTM D-3034, UNLESS OTHERWISE NOTED ON PROFILES. PER My DTL. #1'90 3. ALL PRIVATESTORM DRAIN LATERALS SHALL BE WHITE IN COLOR 4" P.V.C. A.S. T.M. D-3034 UNLESS OTHERWISE SPECIFIED. PRIVATE STORM DRAIN LINES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE UNIFORM PLUMBING AND BUILDING 4. ALL RAIN DRAINS SHALL DISCHARGE INTO THE PUBLIC DRAINAGE SYSTEM AT LOCATIONS & ELEVATIONS SHOWN ON THIS PLAN. 5. STORM SEWER CATCH BASINS SHALL BE CONSTRUCTED PER THE C.W.S. STANDARDS AND SPECIFICATIONS. 6. IF SPRINGS/ GROUND WATER ARE ENCOUNTERED DURING SITE IMPROVEMENT CONSTRUCTION THEY WILL BE CONNECTED TO THE STORM SYSTEM PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. EASEMENTS AS NEEDED SHALL BE SHOWN ON SUBDIVISION PLAT. FLOW CALCULATIONS, ENGINEERED SUBMITTAL AND APPROVED BY THE CITY OF TIGARD REQUIRED PRIOR TO CONNECTION TO PUBLIC STORM DRAINAGE SYSTEM. 16�F. 2+29.00 CONST. MH ST -A3 =9+69.50, 5' RT. STR. CWS DTL. #010 A/B RIM 499.42 LOT 5 0+78 16 L.F. LOT 6 1+30.00 CONST. MH ST -A2-1 =1+35.00,5' LT. STR. FLAT -TOP CWS DTL. #040 A/B RIM 496.21 1 +35.0, 9' LT. STR. CONST. "LYNCH" TYPEINLET - _j A/B GRATE 496.13 ,� CONNECT TO MH. 1+30A/B WITH 5.80' OF 8" D.I. 22 L.F. LOT 7 GED 28"x26" CAST-IRON GRATE WITH BICYCLE TRAP DD pROV1DE HININ BARSOR 4" MIN. CLEAN-OUT GRATE ELEV. STREET STREET s CAST-IRON 45' BEND I9+78.53 RT. STR. CONST. CG -2 C.B. CWS DTL.#300 A/B GRATE 498.91 A/B I.E. 494.54 CONNECT TO MH. A/B WITH 20.82 LF 10" Pv A/B D-3034 S=0.0596 'Iu+u, - 9+76.56 RT. STR. CONST. CG -2 C.B. CWS DTL.#300 A/B GRATE 499.03 A/B I.E. 493.45 CONNECT TO MH. A/B WITH 10.51 LF 10" PVC A/B D-3034 S=0.0143 T/L 1300 IAIN. 6 CAST-IRON QQ�"QF9 OUTLET 24"x24" 10 GA OR 1" PLATE CAST-IRON o� �� COATED INSIDE 45 BEND ?F' & OUT WffH `P5 ASPHALT PAINT c�G V 'LYNCH TYPE' DESIGN IE TRAPPED INLET DETAIL COUPLING NO SCALE N W E s 0 30 60 SCALE: 1"=30' NOTE REGARDING ROOF DRAINS: SEE SHEET 13 FOR AN EXAMPLE OF ROOF DRAINS. ALL ROOF DRAINS SHALL BE CONNECTED TO THE LATERALS PROVIDED. REFERENCE INFORMATION AND NOTES: REV. DESCRIPTION I SUB, I APPR. I DATE REFER TO TRACING FOR LATEST REVISION 500 496 492 488 500 496 492 / / /488 a o� a b ern n wb �a Hoa Z�nN �m ��`! J IA io o=++m F� tY Z Q b 'o, EXISTING z I.lp� o it II 3m U a GROUND r PROFILE - m 0$ U)ro o o- \ m� - I I 4c4ui Ud m \b He 3 I I 6mw mm J INISH FINISHED- c ^ GRADE GRADE FINISHED PROFILE CLASS ' BACKFI L GRADE PER My DTL. #1'90 AB 5.80 A/B 129. 5 LF 10" PVC C-900 D.I. CL. S-0.0200 � II z O wz F W dJ O ? tri ZZ B' BACKFILL 'B n n iA Mi w's CL SIN B FILL av ww CSTORM LINE A2 a a� 500 496 F 8" 2 492 4 V E R T S 2 C A L 488 E HORIZ.: 1"=20' VERT.: 1"=2' 0+00 0+50 1+00 1+50 ° 0 20 40 HORZ. SCALE 0+00 0+50 1+00 DESIGN GOODLSTT MARSAAIL BUUM & DEVMPMM INC. AS BUILT `', PRC TCM 12670 SW 68TH AVENUE, SUITE 300 E�GINefR gyp' DRAFTED TIGARD, OR 97223 98 E r TCM (503) 297-1881 A/B DENOTES AS BUILT" DIMENSIONS oR CHECKED HARRIS -McMONAGLE ASSOCIATES, INC. ,fir vry WLMc ENGINEERS - SURVEYORS - PLAN N ERS ✓1�8 0. NAQ\e DATE 8740 SW SCOFFINS STREET 2/04/08 TIGARD, OR 97223-6226 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 1+50 2+00 WASHINGTON COUNTY CASEFILE # TROY PARK STORM DRAINAGE PLAN AND PROFILE 500 1 496 1 492 1 488 1 SCALE AS SHOWN DWG. NAME 7. STORM SHEET 7C 5 OF o� a b ern n w m rEXISTING o� X y u�1 GROUND PROFILE ��`! 4 p i 3 K F� tY Z Q b 'o, o a z I.lp� ¢ - m U)ro o o- - Ud m 6mw mm U c ^ FINISHED GRADE PROFILE � II CLASS B' BACKFILL 'B CL SIN B FILL TL. #160 L 180 II ER fTARY S REMOVE EXIST. / 12" PV AIB 81r.2 LSF P3VC D-30 5 00 / AB S.0.0)7100 sem" / j 6" SANITARY SEWER v m m Ld Ld G41 ,e y � ui ui a m w wW a STORM LINE A 0+00 0+50 1+00 DESIGN GOODLSTT MARSAAIL BUUM & DEVMPMM INC. AS BUILT `', PRC TCM 12670 SW 68TH AVENUE, SUITE 300 E�GINefR gyp' DRAFTED TIGARD, OR 97223 98 E r TCM (503) 297-1881 A/B DENOTES AS BUILT" DIMENSIONS oR CHECKED HARRIS -McMONAGLE ASSOCIATES, INC. ,fir vry WLMc ENGINEERS - SURVEYORS - PLAN N ERS ✓1�8 0. NAQ\e DATE 8740 SW SCOFFINS STREET 2/04/08 TIGARD, OR 97223-6226 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 1+50 2+00 WASHINGTON COUNTY CASEFILE # TROY PARK STORM DRAINAGE PLAN AND PROFILE 500 1 496 1 492 1 488 1 SCALE AS SHOWN DWG. NAME 7. STORM SHEET 7C 5 OF rHVIU 1 VHUIV L VHUIV 0 VHVI u 4 VHUIV 3 rHVI u b VHUI u � G 1�1 1 'wwf.... *F rHVIU 1 VHUIV L VHUIV 0 VHVI u 4 VHUIV 3 rHVI u b VHUI u � G - Lu 11< :::jN _ - T TA.1+00 L. Oso STILLING 51 -_ -. - •- .r -BASIN BOTTOM " - CLASS 50 RIP -RAP STA.O WD ALDE - - PHOTO DISCHARGE PAD ;.`-,, 9, FL. .5 (2$ CT>) _ W/STILLING F 2 '( 52 BASIN (25 CT. SALAL NOTE: THE EXISTING PLANTINGS IN THE THORNWOODFL.420.93 TOP STA.2+25 OREGON GRAPE _ TALL TOP STA.0+35 (GROUND COVER) WATER QUALITY FACILITY ARE IN GOOD CONDITION PREP (50 cT.)NG� SNC BOTTOM FL.395.76 AND ARE NUMEROUS IN QUANTITY. NO ADDITIONAL rJ3 STA.2+17 NHP 30.0' PLANTINGS APPEAR WARRANTED BY THIS PROJECT. FL.412.9�3FFER R�Q(ZpP NSpRP1 CRETE pATNWAY END WALL OTO 1 o'cFT 6' 54 � BOW. 4.0 ` � I � 28.7' WPL� \ OREGON GRA \ TOW 430 0 ON &.0 P g1'OCK RED ALDER \ SMALL (50 CT.) \ \ BOW.424.0 5 (25 CT.) �111S (5 CTAND ALONG RETAINING WAI E OTTOMR(25ACT.)RBEGIN DOUGLAS FI Uj \ W EEM ( R STA.1+58 SALAL BOW431 Q FF ONGR�(E FL.404.66 GROUND SALAL COVER HOT TOP STA.1+65 . +73 �' P RED ALDER RED ALDER 5 CT.) (GROUND COVER) RED ALDER (5 CT.) U 56 55 FZ P FL.421.55 L5 oJ� P B$ O FL.412.25 (5 CT.) (5 CT.) U (5 CT.) (5 CT.) DOUGLAS FIR RWESTERN SWORD WESTERN SWORD FERN WESTERN SWORD FERN \ GE ) ETA.2+49L DOUGLAS FIR DOUGLAS FIR o (GRouNDcovER) DOU( CT.) (GROUND COVE T DOUGLASFIR (GROUND COVER) 57 ENNP FFER CTS T STA.2+ OREGOALLRAI�. BOW.430.00 RASE `g0 8.5 0 BUFFER EN ANC ENT LIMIT LINE 11 g4-011 (10 CT.) OT 1 SNOWBERRY �P (5 CT.) (5 CT.) �°ie TRACT 'C' TRACT 'C' ENDASWALE \ OCEANSPRAY (10 CT.) DOUGLAS FIR DOUGLAS FIR FL.450.50 10 CT.) EGON PE o 2 N� W13 + CT.) 04j� FL.4 .335 BERRY DOUGLAS IR a TRACT VHUIV is PFL 0 STA.3+ (10 CT. Z w BO L. 3 A.4 0 v FL. 0. 10 ONCT.) Y OCc 5pw (5 C 0 57 STILLING SNOWBERRY DOUG FIR Z to BASIN (10 CT.) OREGON GRAPE OC NCT.) TALL /� 10 CT.) OP A.4+20 (10 CT.) CT OREGON GRAPE e� SNOWBERRY OREGONALL A (52 OCEA RAY OREGON (10 CT.) _ 3 (5 CT.) (10 CT.) LAS FIR WHITE OAK (10 CT.) DO GLAS FIR IDE C61d E PATtWA'_� REGON GDRAP ,LAL (GROUND COVER (15 CT.) SEE PROFILE SHEET 14 CONST. ONGRADINGWA RET-WALL (25 C REFERENCE INFORMATION AND NOTES: PHOTOGRAPHS TAKEN ON 12-17-07 AS BUILT A/B DENOTES STORM AND SANITARY AS—BUILTS DEB WLMc 4-9-13 AS BUILT" DIMENSIONS DESCRIPTION SUB. APPR. DATE REFER TO TRACING FOR LATEST REVISION 0 20 40 SCALE: 1"=20' WASHINGTON COUNTY CASEFILE 8-902 DESIGN SCALE TCM PRESTIGE PROPERTIES, TROY PARK AS SHOWN 12670 SW 68TH AVENUE, SUITE 300 DRAFTED TIGARD, OR 97223 DWG. NAME TCM (503) 297-1881 8.WQ-REV CHECKED HARRIS —McMONAGLE ASSOCIATES, INC. sHEEr WLMc ENGINEERS -SURVEYORS- PLANNERS THORNWOOD- EXISTING 8 DATE 8TIG SW SCOFF22 STREET WATER QUALITY SWALE PHOTO MAP OF 15 2/04/08 TIGARD, (5 97223-6226 PHONE: (503) 639-3453 T/LBYCITY 0 LOT 1 COER A/B EXIINTAIN 0+56 EXITION 32 L.F. UN 0+s2 1+37.70 CONST. ACCITY - ----F- - - 8' P.U.E. - - - - - - 5' SIDEWALK PLANTER 1:38.3 -SA/B g+ - LENGTH SLOPE LOT 9 LOT 2 LOT 3 5' SIDEWALK AM A/B 0+00 CONST. 1+11 1+66 0+s2 1+37.70 CONST. 32 L.F. 32 L.F. OVER EXIST. LINE 8' P.U.E. - - - - - - 5' SIDEWALK PLANTER qF' PVC D 3034 IMLA/B 57.9 LF 8 JE A -4T, g+ - LOT 9 PLANTER ■ MB REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS 5' SIDEWALK a F z Z J 8' P.U.E. 0+00 CONST. Ha - - MH Al 0+s2 1+37.70 CONST. o �O 42 L.F. MH A2 OVER EXIST. LINE PIPE =7+40.50, 5' LT. STR. LINE A2 LOT 1 0 CWS DTL. #010 =8+00 78.20, 5' LT. STR. A/B RIM 497.89 CWS DTL. #010 LENGTH SLOPE A/B RIM 500.01 T/L 3900 1 LOT 9 N REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS E a F z Z J eo 'n LOT# TC/FG SANITARY LATERAL o �O LATERAL S 2 PIPE SANITARY C 8'SIDEWALKWATERLINEEASEMENT1+45.00 TEE ELEV. E.O.P. DEPTH LENGTH SLOPE TYPE STATION 1 J'A 491.16 493.8 CONST.MH. 32.0 8.2% A2-1 0+56.0 2 =1+40.00,5'RT. STR. 491.38 494.1 FLAT-TOPL 32.0 CWS DTL. #040 D-3034 1+11.0 A/B RIM 496.37 499.86 492.71 LOT 8 SANITARY SEWER CONSTRUCTION NOTES: 1. REFER TO GENERAL CONSTRUCTION NOTES, SHEET 7. 2. MAIN LINE PIPE SHALL BE 8" AND SERVICE LATERALS SHALL BE 4" PVC, CONFORMING TO ASTM D 3034, UNLESS OTHERWISE NOTED ON PROFILES. SERVICE LATERAL TO BE GREEN IN COLOR. 3. SERVICE LATERALS SHALL EXTEND A MINIUMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERIAL SHALL BE MARKED WITHA 2X4, PAINTED GREEN, EXTENDING FROM THE INVERT TO A MINIUMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2X4 TO THE INVERT ELEVATION WRITTEN THEREON, PER C.W.S. SPECIFICATIONS. 4. 4 -INCH SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2%, WITH A MAXIMUM GRADE OF 100%. LATERAL DEPTH AT END OF LATERAL TO BE 6 -FEET TYPICAL, UNLESS OTHERWISE NOTED. 5. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. AIB 1+94.70 32 L.F. LOT 4 D-30314 - - 8' P.U.E. A/B 1+94.70 CONST. 0+52 MH A3 B L.F. =9+35.20, 5' LT. STR. CWS DTL. #010 A/B RIM 499.70 LOT 5 AIB 'LOT 6 F. m26 L. mI LOT 7 10+00 T/L 1300 N W E S 0 20 40 SCALE: 1"=20' SANITARY LATERAL TABLE: N REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS E a F z Z J eo 'n LOT# TC/FG SANITARY LATERAL o �O LATERAL S 2 PIPE SANITARY C ELEV. TEE ELEV. E.O.P. DEPTH LENGTH SLOPE TYPE STATION 1 499.78 491.16 493.8 6.0 32.0 8.2% CLW34 0+56.0 2 500.14 491.38 494.1 6.0 32.0 8.6% D-3034 1+11.0 3 499.86 492.71 493.9 6.0 32.0 3.6% D3034 1+66.0 4 499.71 494.66 495.3 4.4 32.0 2.0% D-3034 1+94.7 5 499.83 491.90 493.8 6.0 26.0 7.4% C-900 0+52.0 6 499.83 492.12 493.8 6.0 26.0 6.6% C-900 1+07.0 7 496.56 492.30 492.8 3.7 26.0 2.0% C-900 1+45.0 8 496.86 492.30 492.6 4.2 16.0 2.0% C-900 1+45.0 9 497.64 492.14 492.5 5.2 16.0 2.0% C-900 1+13.0 10 499.88 491.19 493.9 6.0 42.0 6.4% D-3034 0+62.0 504 500 496 492 488 500 496 492 "488 0+00 0+50 1+00 504 500 496 492 1+50 488 V 4 N REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS E a F z Z J eo 'n R h OF 15 O ~ ¢N U WJ o �O S 2 WN Cyto ^ MN HORIZ.: 1'=20' C z VERT.: 1"=2' J J N o UND FILE EXISTING ao =*g#n E 0 GROUND 0 20 40 HORZ. SCALE PROFILE Z� OQ �" Lu n 8=j G,'. ;m R rn v o 0 U a e n FINISHED lil,T GRACE 8 o JG� / PROFILE FINISHED L qS B' BAC ILL GRADE CLASS B' BA FILL ER IT Y DTL. Atl8o PROFILE PER CITY DTL #18 CLAS 'B' BACA FILL 057.8 S.0 o T z PER ITYDTL. 180 12" STORM E EWER 8- 42" S ORM 10" STORM SEWER --- - AIB 144.41 LF 8" PVC C-90 - t I O 2 N <y A/BS=0.0331 7[-,�;--REMOVE EXIST. 12" STORM SENER z z S�Z or '05 O O M N ww SANITARY LINE A2 A/B S=0.0048 SO Z Vs I v W W �Cufo A �- v1fi � 0+00 0+50 1+00 504 500 496 492 1+50 488 V 4 N REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS E a F z Z J eo 'n R h OF 15 T S 2 WN Cyto ^ MN HORIZ.: 1'=20' C z VERT.: 1"=2' A G P UND FILE L ao =*g#n E 0 0 20 40 HORZ. SCALE z Z O N REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS U N ¢ NF 2 W a F z Z J eo 'n SHEET 9 h OF 15 EXISTING CHECKED WLMc WN Cyto ^ MN U co eat* y z �,jco G P UND FILE ao =*g#n m +�7' oma, wF ��'ifRa Z� OQ �" Lu n 8=j G,'. ;m R rn v o 0 U a e n FINISHED lil,T GRACE / PROFILE L qS B' BAC ILL CLASS B' BA FILL ER IT Y DTL. Atl8o PER CITY DTL #18 057.8 S.0 o T z 12" STORM E EWER 8- O 7[-,�;--REMOVE EXIST. 12" STORM SENER ui ui �J B 138.32 LF 8" PVC D-3034 € W A/B S=0.0048 SO Z Vs I v �L�yy a A v1fi � ern a w LL4 WW1I d d L�oO. La0 SANITARY LINE A 0+00 0+50 1+00 SCALE SH REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS 9`�P�1) PR ENGINef'P ��� 98 E r OR ,� 121.1 1 ✓ � S �'�8 0. H�AQ\ EXPIRES JUNE 30th, 2013 DESIGN DESIGN TCM PRESTIGE PROPM ES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 SHEET 9 PLAN AND PROFILE OF 15 DRAFTED TCM CHECKED WLMc HARRIS -McMONAGLE ASSOCIATES, INC . E N G I N E E R S- S U R V E Y 0 R S- P L A N N E R S 8740 SW SCOFFlNS STREET TIGARD, OR 97223-6226 PHONE: (503) 639-3453 STORM AND SANITARY AS -GUILTS DBB WLMc 4 DATE DESCRIPTION SUB. APPR. DATE DATE 2/04/08 REFER TO TRACING FOR LATEST REVISION 500 49 492 488 1+50 2+00 WASHINGTON COUNTY CASEFILE #08-902 TROY TROY PARK SCALE SH D GS NAME 9.SAN SANITARY SEWER SHEET 9 PLAN AND PROFILE OF 15 I � I I EXST. STOP SIGN - - TO REMAIN/ - ----L----------------------- '/O STREET SIGN DEVELOPER TO CONTRACT WITH THE CITY OF TIGARD FOR SIGN CONSTRUCTION AND INSTALLATION. REV. DESCRIPTION I SUB. I APPR. I DATE REFER TO TRACING FOR LATEST REVISION O Q0 00 N � N O T/L 3900 J 4� I � I I I I � I I I I \- — — ---------------------------------1—I � I I 0 20 40 SCALE: 1"=20' REFERENCE INFORMATION AND NOTES: 3"LETTERING YLETIERING STOP (30"x30") �RmQl DR (30"x6") SWnnl�llW R1 -1O 4"LETTERING D3O TCM 12670 SW 68TH AVENUE, SUITE 300 4"LETTERING yyy 12 (30"x6")DEAD (30'x30) 3"LETTERING YLETTERING BLUE BACKGROUND END D3O W1, A/BDENOTES (18"x18) WLMc HARRIS —McMONAGLE ASSOCIATES, INC. AS BUILT" DIMENSIONS PRIVATE ROAD ENGINEERS -SURVEYORS- PLANNERS DATE NOT MAINTAINED BY 8TIG SW BR STREET Q, N�RQ\ EXPIRES JUNE 30th, 2013 ((a R7 -2A CRY OF TIGARD ANYTIME O W2 O 2"LETTERING ® (12"x18) R7 -2A ® (12"x R7-2A ANYTIME W2 O ANYTIME W2 ADDRESS PLATE(S) REQUIRED TO IDENTIFY EACH LOT SERVED BY PRIVATE DRIVE. (18"x24") CONTACT CITY OF TIGARD ADDRESSING DEPT. TOW -AWA R7 -2A 09 ZONE> 10 3"LETTERING 3"LETTERING swBIAL MOIMfRNso (30"X6") 3"LETTERING 3"LETTERING ywr HIIiELTBEE Ien (30"x6") 4"LETTERING 4"LETTERING (EXISTING SIGN) D3 11 (EXISTING SIGN) D3\!-/-/ NO (30'x30) OUTLET W14-2 13 DEVELOPER TO CONTRACT WITH THE CITY OF TIGARD FOR SIGN CONSTRUCTION AND INSTALLATION. REV. DESCRIPTION I SUB. I APPR. I DATE REFER TO TRACING FOR LATEST REVISION O Q0 00 N � N O T/L 3900 J 4� I � I I I I � I I I I \- — — ---------------------------------1—I � I I 0 20 40 SCALE: 1"=20' REFERENCE INFORMATION AND NOTES: oeslcN PRESTIGE PROPERTIES, LLC FOR SIGNAGE AND STRIPING DETAILS — REFER TO SHEET 15 ��� Nao�, 6 1 NEER TCM 12670 SW 68TH AVENUE, SUITE 300 oRAFrEo TCM ASB U 1 L T96 py V TIGARD, OR 97223 (503) 297-1881 CHECKED A/BDENOTES oR WLMc HARRIS —McMONAGLE ASSOCIATES, INC. AS BUILT" DIMENSIONS r s+•+B' 3 ENGINEERS -SURVEYORS- PLANNERS DATE �'�8 8TIG SW BR STREET Q, N�RQ\ EXPIRES JUNE 30th, 2013 2/04/08 9722 TIGARD, OR 97223-6226 PHONE: (503) 639-3453 STRIPING NOTES: 1. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED IN THE FIELD AND IS CONSIDERED INCIDENTAL WORK. STRIPING SHALL BE GROUND OFF AS DIRECTED BY THE ENGINEER. 2. ALL PAINT MATERIALS SHALL BE INSTALLED AS PER SECTION 00850 OF THE COOT STANDARD SPECIFICATIONS FOR HWY. CONSTUCTION. 3. TEMPORARY STRIPING WILL BE REQUIRED UNTIL THE FINAL LIFT OF PAVEMENT IS INSTALLED AND HAS CURED/SETUP. TYPICAL 12 ADDRESS MAIL & PARCEL BOX MAIL AND PARCEL BOX NOTE: THE SITEWORKS CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD POST OFFICE TO DETERMINE PROPER SIZE, TYPE AND INSTALLATION LOCATION OF THE MAIL AND PARCEL BOX(ES). BOXES) AND CONCRETE MOUNTING PAD SHALL CONFORM TO U.S.P.S. STANDARDS. KEYS TO BE DELIVERED TO THE POST OFFICE BY THE CONTRACTOR. WASHINGTON COUNTY CASEFILE #08-902 SCALE TROY PARK D AsNA E°WN 10.SIGNAGE SHEET STREET SIGNAGE 10 AND STRIPING PLAN OF is w w w T/L 3800 REMOVE EXIST. BLOWOFF ASSY. AB CONNECT TO EXIST. GATE S" EX EX ST MC W B 20 LF 8" D. I. CL. #52 T/L 3900 • 'll I • �II I I N W E S 0 20 40 SCALE: 1"=20' REV. DESCRIPTION I SUB. I APPR. I DATE REFER TO TRACING FOR LATEST REVISION LOT 1 ay289— SW BULL MOUNTAIN ROAD X SI —w .���r-w,9�.���� �--.9�a^•'— .K,� ,.=mow,,,.,.--,9�,� xW x x W x x -PUE ----PUE - -- PUE ----PUE ---- I \---- I BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A T.P.W. (CITY OF TIGARD A/B INSTALL 1-1/2" SCH. 40 PVC LOT 2 i I LOT 3 � L- --j L-----1 —PUE-- -PU Q - PU----P<IE - Q -Il 5' SIDE AB w .N v PLAN I —i SAN STM T STM �ww IIS —PUE ----PUE --- LOT 4 ---PUE--- I � 0 I I A/B j SW IWINTERVIEW DRIVE - j — SAN SAN SAN Sf�j'!r SAN r—� — + —+ _STM s)VB20O FTT' 6fieLs 2 STM 3 STM W w Tw ��w w w w — 8' P.U.E. -PILE ---PUE----PUE --- 7+7T.�85185' RTSTRAB C, . 28+39.9, 118.5'CRT.A. S.TRR.. <BLUREFLECTOR V . - DTL. #5190 RE@UIRED ON PVMT.> AIB INSTALIJ 1-1�c VC LOT 10 TOLOT�&9 PRIVATE PLUtBING d PERMIT REQ(�IRED — — — — CONTACT BLDGL PT. REFERENCE INFORMATION AND NOTES: LOT 9 W SIDEWV &� WATERL L— — — — — — EOS�NT ----- - - - - -- � I a� LOT 8 — J �]� PUE- _-PUE_ _8' P E�- - 3 J LOT 7 L--- J "M i — „99 w �'xg.`ss �x" CITY OF TIGARD (T.P.W.) WATER CONSTRUCTION NOTES: I \---- KW x 'iZ'90 x" BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A T.P.W. (CITY OF TIGARD A/B INSTALL 1-1/2" SCH. 40 PVC < a WATERLINE LOT 5 D rn I TO LOTS 6 & 7 mPRIVATE AIB RELOCATE OR REPLACE PLUMBING EXIST. FIRE HYDRANT 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS WITHIN NEW SUBDIVISIONS. PERMIT REQUIRED IN NEW PLANTER -�-- CONTACT BLDG. DEPT. z a N � � 5. ALL WORK SHALL BE IN CONFORMANCE WITH A.W.W.A. (AMERICAN WATER WORKS rn ASSOCIATION)STANDARDS. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY T.P.W., WATER DIVISION. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT—LINED OF NEW MANUFACTURE cl � AND MADE IN THE USA. PIPE WILL BE 'TYTON' JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS (° I 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHT—OF—WAYS SHALL BE 36". BACKFILL SHALL BE 3/4"(—) GRAVEL. I rk LOT 6 J LOT 7 L--- J "M i — „99 w �'xg.`ss �x" CITY OF TIGARD (T.P.W.) WATER CONSTRUCTION NOTES: 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO KW x 'iZ'90 x" BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A T.P.W. (CITY OF TIGARD w PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF T.P.W. STAMPED APPROVED PLANS ON THE << CONSTRUCTION SITE AT ALL TIMES. AIB RELOCATE OR REPLACE EXIST. FIRE HYDRANT 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS WITHIN NEW SUBDIVISIONS. (COORDINATE W/CITY) IN NEW PLANTER 4. NOTIFY T.P.W., WATER DIVISION 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET CITY DTL. #542 UP A PRECONSTRUCTION MEETING. TELEPHONE 639-4171. 5. ALL WORK SHALL BE IN CONFORMANCE WITH A.W.W.A. (AMERICAN WATER WORKS ASSOCIATION)STANDARDS. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY T.P.W., WATER DIVISION. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT—LINED OF NEW MANUFACTURE AND MADE IN THE USA. PIPE WILL BE 'TYTON' JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHT—OF—WAYS SHALL BE 36". BACKFILL SHALL BE 3/4"(—) GRAVEL. 9. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ.FT. OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND LOCATION (SEE DETAILS FOR MIN. BEARING AREAS). 11. A 4"x4"x8.0', PAINTED BLUE SHALL BE INSTALLED IN FRONT OF EVERY 2—INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2— INCH WATER SERVICES SHALL CONSIST OF A MJx2" IPT TEE AND A 2' IPT x 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ x 6" FLG (FLANGE) TEE, 6" FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3—PORT(2-2-1/2" NST HOSE CONNECTION, 1-4-1/2" NST PUMPER), 1-1/2" PENTAGON OPERTATING NUT, OPENING LEFT, COLOR: YELLOW OR APPROVED EQUAL: MUELLER CENTURION A-423,WATEROUS PACER 6790, CLOW MEDALLION. 10+00 13. EACH FIRE HYDRANT ASSEMBLY SHALL BE INSTALLED UPON A PRE—FORMED CONCRETE BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED 2-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. A/B 1 - 8" GATE VALVE A/B 1 - 2" TEMPORARY 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 P.S.I. SHALL BE TESTED AT 150 P.S.I. FOR (1) ONE HOUR WITH A MAXIMUM LOSS OF 5 P.S.I. WATER MAINS WITH A STATIC BLOW OFF ASSY. PRESSURE GREATER THAN 100 P.S.I. SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC DTL.#370 PRESSURE FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 P.S.I. 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO T/L 1300 DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE—WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE—WATER SOLUTION IS OF THE SPECIFIC STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE—FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A CHLORINE LEVEL OF AT LEAST 10 MGA. AFTER CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND ACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT WATER SERVICE NOTES: ADEQUATE DILUTION OR OTHER SATISFACTORY METHOD OF REDUCING CHLORINE RESIDUAL TO A SAFE LEVEL MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION 1. ALL SERVICES TO BE 1" AND METER BOXES SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO THE TAKING OF SHALL BE LOCATED IN LANDSCAPED AREAS. WATER SAMPLES FOR BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY T.P.W. 2. PRIVATE WATERLINES TO LOTS 6 THROUGH 9 SHALL BE INSTALL BY A LICENSED PLUMBING 17- WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY CONTRACTOR. OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE CONTRACTOR SHALL OBTAIN A PLUMBING THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA INSTALLATION MITTHE DOUBLE CHECK VALVE ASSEMBLY INSTALLED ON THE PROPERTY SIDE OF THE METER. THE ( ) NSE.OR AT EVE OPE SEXPITY AT THE DEVELOPER'S EXPENSE. BACK FLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE 3. REMOVAL OF THE EXISTING SW BULL MOUNTAIN ROAD RESULTS FORWARDED TO THE TPW, WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. WATER METER SHALL INCLUDE SHUTTING OFF THE CORPORATION STOP AT THE MAINLINE AND 18- UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER DISCONNECTION OF THE WATER SERVICE. SHALL ADVISE T.P.W. OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10 FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD ADMINISTRATION, SAMPLING, ETC. AND 2 FOR ENGINEERING REVIEW, INCLUDING "AS BUILT" DRAWINGS AND UPDATING MASTER MAP, INTERSECTION MAPS, ETC. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED WASHINGTON COUNTY CASEFILE #08-902 DESIGN PRESTIGE PROPERTIES, LLC AS BUILT �� � NTCM 12670 SW 68TH AVENUE, SUITE 300 1-�GINC FR ��� DRAFrED TIGARD, OR 97223 96 A/B DENOTES TCM (503) 297-1881 AS BUILT" DIMENSIONS OR CHECKED HARRIS —McMONAGLE ASSOCIATES, INC. WLMc ENGINEERS - S U R V E Y O R S- PLAN N ER S 0, NKRQ\ DATE 8740 SW SCOMNS STREET TIGARD, OR 97223-6226 2/04/08 EXPIRES JUNE 30th, 2013 PHONE: (503) 639-3453 SCALE TROY PARK DWG. NAE°WN 11.COMPOSITE SHEET COMPOSITE UTILITY AND 11 WATERWORKS PLAN, NOTES of is PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP LATERAL PLUG TEE- CONCRETE THRUST BLOCK SCHEDULE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 90TiEND, TEE. ON 45• 22 1/2' 11 1/4 - SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 4 01.9 01.3 -- -- 6 04.0 02.1 01,3 -- B 07.1 03.9 02.0 01.3 12 111 4.5 06.8 04.502.3 16 28.4 15.5 08.0 04.0 24 84.0 34.9 18.1 09.1 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STESSES. USE THE FOLLOWING EQUATION SEANN. AREAS _ (rEST PREsswEnsol z (I-/- eFARxc STRESS) x DAeLE KALUO NOTES: 1. STRADDLE BLOCKS REWIRED WHERE UNES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 2.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. THE REWIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS : ay. IS INDICATES 15 SQUARE FEET BEARING AREA REWIRED. 5. IF NOT SHOWN ON PLANS, REWIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURES) AND ALLOWABLE SOIL EEARING STRESS(ES) STATED IN THE SPECIAL PROMSIONS. 6. BEARING AREAS AN SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESCIENCE OVER BEARING AREAS ANO BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ME IN SQUARE FEET. w Acumn P. Pucrus oPixcsc a ON STANDARD THRUST BLOCK 560 OUTSIDE OF WITHIN PAVEMENT I PAVEMENT 18" CAST IRON 910 BOX PROVIDE 24" BY 4" THICK CONCRETE PAD (SEE NOTE 4) HAND TAMP BACKFILL AROUND TOP SECTION 6" MIN. 11Z �12" MAX. 6" ASTM 3034 PVC IIS I OPERATING NUT EXTENSION (SEE DETAIL NO. 505) NOTES: 1) VALVE BOX NOT TO REST SURFAaNe _ TOPeNI NAIW QS- NATERML 9A AS - EA EC1Ee SASE NMOSAL ON OPERATING ASSEMBLY. (( I q I 2) OPERATOR EXTENSION 2" SO. OPER. NUT 1" SCM. 80 STEEL PIPE SHAFT NOTE: REQUIRED WHEN VALVE NUT 1. THREADED BRASS PIPING RI. CAP NTHDEGALUG MAY BE USED IN PLACE OF 1/8" MINIMUM 6' MAK. IS DEEPER THAN 7 FEET PERMANENT O II//EI� FROM FINISHED GRADE. 3) CENTER VALVE BOX ON TO BE 5 3/4" CIAMETER �- 1 _0• AXIS OF OPER. NUT. -0"MIN. ,v... ACCOMODATE MOVEMENT e•w e w �- oursoE a PIPE SEL BOX OUTSIDE OF PAVED AREAS STEEL RAT BAR AS SHOWN IN CONCRETE PAD DETAIL reEAxNCH FON. AS REQUIRED ASTM 3034 PVC PIPE NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. STEEL SQUARE TUBE 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. ..4 aeM a A4umK F. euE 1) EXTEND 2- NUT TO WTHIN 18" OF FINISH GRADE TRENCH NO SCALE cxc«0. MMNH veep ��� r, BACKFILL 180 PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP LATERAL PLUG TEE- CONCRETE THRUST BLOCK SCHEDULE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 90TiEND, TEE. ON 45• 22 1/2' 11 1/4 - SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 4 01.9 01.3 -- -- 6 04.0 02.1 01,3 -- B 07.1 03.9 02.0 01.3 12 111 4.5 06.8 04.502.3 16 28.4 15.5 08.0 04.0 24 84.0 34.9 18.1 09.1 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STESSES. USE THE FOLLOWING EQUATION SEANN. AREAS _ (rEST PREsswEnsol z (I-/- eFARxc STRESS) x DAeLE KALUO NOTES: 1. STRADDLE BLOCKS REWIRED WHERE UNES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 2.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. THE REWIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS : ay. IS INDICATES 15 SQUARE FEET BEARING AREA REWIRED. 5. IF NOT SHOWN ON PLANS, REWIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURES) AND ALLOWABLE SOIL EEARING STRESS(ES) STATED IN THE SPECIAL PROMSIONS. 6. BEARING AREAS AN SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESCIENCE OVER BEARING AREAS ANO BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ME IN SQUARE FEET. w Acumn P. Pucrus oPixcsc a ON STANDARD THRUST BLOCK 560 OUTSIDE OF WITHIN PAVEMENT I PAVEMENT 18" CAST IRON 910 BOX PROVIDE 24" BY 4" THICK CONCRETE PAD (SEE NOTE 4) HAND TAMP BACKFILL AROUND TOP SECTION 6" MIN. 11Z �12" MAX. 6" ASTM 3034 PVC IIS I OPERATING NUT EXTENSION (SEE DETAIL NO. 505) NOTES: 1) VALVE BOX NOT TO REST L PR�FsGINEs/o E R -DRAFTED 98 E r oR �Cr ary ✓�' 3 01 HAQQ�� EXPIRES JUNE 30th, 2013 ON OPERATING ASSEMBLY. T 2) OPERATOR EXTENSION 2" SO. OPER. NUT 1" SCM. 80 STEEL PIPE SHAFT NOTE: REQUIRED WHEN VALVE NUT 1. THREADED BRASS PIPING RI. CAP NTHDEGALUG MAY BE USED IN PLACE OF 1/8" MINIMUM 6' MAK. IS DEEPER THAN 7 FEET PERMANENT O 24" FROM FINISHED GRADE. 3) CENTER VALVE BOX ON TO BE 5 3/4" CIAMETER �- 1 _0• AXIS OF OPER. NUT. -0"MIN. ,v... ACCOMODATE MOVEMENT METER 4) PROVIDE 24" SQUARE BY 4" THICK CONCRETE PAD AROUND VALVE 24'---] BOX OUTSIDE OF PAVED AREAS STEEL RAT BAR AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD ASTM 3034 PVC PIPE 3"x 3"x 3/8"z 2" LONG STEEL SQUARE TUBE NO �`" -"P= AOOS,N Px,;m` 1) EXTEND 2- NUT TO WTHIN 18" OF FINISH GRADE TYPICAL GATE - of Q,4F 1oAo(„��+ ;+eee AHc oo VALVE 503 .4umK P' `�' VERTICAL BEND u:f�, RESTRAINT 563 OIl' DI r r FINISH GRADE18" CAST IRON 910 fvuvE L PR�FsGINEs/o E R -DRAFTED 98 E r oR �Cr ary ✓�' 3 01 HAQQ�� EXPIRES JUNE 30th, 2013 Box TOP te- SWEAT TO MPT 2" SO. OPER. NUT 1" SCM. 80 STEEL PIPE SHAFT NOTE: OR 1" SOUD STEEL ROD 1. THREADED BRASS PIPING RI. CAP NTHDEGALUG MAY BE USED IN PLACE OF 1/8" MINIMUM 6' MAK. 1/4" MAXIMUM PERMANENT CLEARANCE RETAINER GLANDS rSTGEET PLUG OR RE REQUIRED / EDGE OF PAVEMENT M ROCK WARD 1/4" STL. PLATE TO BE 5 3/4" CIAMETER �- 1 _0• W/HOLE IN CENTER TO -0"MIN. ,v... ACCOMODATE MOVEMENT METER OF SHAFT 2 1/2"x 2 1/2"x 3/8" LONG SUPPORT COLLAR WELDED TO SHAFT STEEL RAT BAR COPPER TUBING ASTM 3034 PVC PIPE 3"x 3"x 3/8"z 2" LONG STEEL SQUARE TUBE E e.w xP _ NOTE: 3/4• Q 1' 1) EXTEND 2- NUT TO WTHIN 18" OF FINISH GRADE WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM FINISHED GRADE AHc oo ,sw OPERATING NUT Nos E - NO EXTENSION 505 18" CAST IRON 910 BOXES FINISHED GRADE -\ rr 4" MAX. ( TYP GATE VALVE (SEE DETAIL NO. 503) TUBING 10'-0"-{ MIN ON u TEMPORARY E, ..,efR, A9unlxwExAs 2- STANDARD owe Ao BLOWOFF 570 7'-0" IB' PUE 5 -6" --I ED y LOT TO BE I EX < SERVED U ; z +^ �- a 0 � (PROPERTY LINE 3 i U a m 3 d PROPERTY LINE AND LOT NUMBERS MARKED IN WHITE PAINT ON FACE 6 GURB g (SEE NOTE 1) PLAN 2" ELL COPPER SLIP L PR�FsGINEs/o E R -DRAFTED 98 E r oR �Cr ary ✓�' 3 01 HAQQ�� EXPIRES JUNE 30th, 2013 2' ADAPTER COPPER TYPICAL STRADDLE BLOCK SWEAT TO MPT (SEE DETAIL N0. 581) CONCRETE PIER BLOCK NOTE: 2" TAPPED WIN' IN' JOINT PLUG OR 1. THREADED BRASS PIPING RI. CAP NTHDEGALUG MAY BE USED IN PLACE OF COPPER TUBING HARRIS-McMONAGLE ASSOCIATES, INC. E N G I N E E R S- S U R V E Y 0 R S- P L A N N E R S 8740 SW SCOFFINS STREET OR 97223-6226 PHONE: (503) 639-3453 FOR DEPTH OF COVER PERMANENT UNDISTURBED EARTH RETAINER GLANDS rSTGEET PLUG OR RE REQUIRED / EDGE OF PAVEMENT M MJ GATE VALVE AND VALVE BOX �- 1 _0• COMPLETE T :\ , .: -0"MIN. ,v... 10'-0"-{ MIN ON u TEMPORARY E, ..,efR, A9unlxwExAs 2- STANDARD owe Ao BLOWOFF 570 7'-0" IB' PUE 5 -6" --I ED y LOT TO BE I EX < SERVED U ; z +^ �- a 0 � (PROPERTY LINE 3 i U a m 3 d PROPERTY LINE AND LOT NUMBERS MARKED IN WHITE PAINT ON FACE 6 GURB g (SEE NOTE 1) PLAN REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS L PR�FsGINEs/o E R -DRAFTED 98 E r oR �Cr ary ✓�' 3 01 HAQQ�� EXPIRES JUNE 30th, 2013 DESIGN TCM PRESTIGE PROPBMS, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 CUSTOMER SIDE ELEVATION 2 BEE PLUMBING CODE NOTES: HARRIS-McMONAGLE ASSOCIATES, INC. E N G I N E E R S- S U R V E Y 0 R S- P L A N N E R S 8740 SW SCOFFINS STREET OR 97223-6226 PHONE: (503) 639-3453 FOR DEPTH OF COVER 1, SURVEYOR TO INSTALL TEMPORARY DATE 2/04/08 REFER TO TRACING FOR LATEST REVISION HUB AND GUARD STAKE OR GIARDSTAKE AT LOT LINE FOR METER INSTALLATION. 2, METER INSTALLED BY DEVELOPER. STOP "`TYPE `TYPE "K" SOFT COPPER TUBING \ M� R Awmn P. WERl3 R9 seMc E e.w xP _ 3/4• Q 1' oWv xa `lI ,sw WATER SERVICE 520 7 I I I I PLACEMENT OF- R VER HYDRANTS ORIDE PLACEMENT OF VALVES. FIRE HYDRANTS MUST BE PLACED AT TANGENT OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. PLACE VALVES AT THE TANGENT MAX. 500OF THE CURB ARC. 7' IN FRONT BETWEEN VALVES OF FACE OF CURB AND/OR 10' FROM CENTER LINE OF ROAD NOTE: 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER AND 18" CAST IRON 910 COVER 4. MAXIMUM SPACING FOR VALVES IS 500 FEET 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. IMER: Rz�R NC SCAIE Mix G511XP.WENS TYPICAL VALVE o.cx ��,Kwo Dnp HAwloo AND HYDRANT LOCATION 575 SIDEWALK ADJACENT TO CURB O 18" BREAK FLANGE SIDEWALK `18" CAST IRON 910 MIN 3. MIN. \VALVE BOX TOP 6" MAX. `\ 1 1/2"-1.3-/4"DRAIN ROC TAR PAPER (MOISTU AW 6" DUCTILE IRON PIPE RESTRAIN ALL JOINTS W/ "FIELD LOK" OR EQUAL GASKETS 6" MEGALUG RETAINER GLAND (EBAA IRON) CONCRETE PIER 6" GATE VALVE BLOCK FLG. z M.J. MAL z fi" FLG. TEE SIDEWALK WITH PLANTER z.0' STRIP AT CURB p SIDEWALK 3 MIN. MAX. BREAK FLANGE NOTE: 1. HYDRANTS TO BE MODERN MUELLER CENTURION. A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: A.OIL RESERVOIR B.BRONZE ACTUATION NUT C. SIR ONZE SEAT RING D. WEATHER SHIELD CAP ESAFETY SLEEVE COUPLING F.THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 4. HYDRANTTO BE INSTALLED TRUE AND PLUMB. 5. NO OBS TR UCTION5 WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BY ENGINEER. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ON THE 4 1/2" PORT. ^=c No S.A. ASSEMBLY O. caRo FIRE HYDRANT 542 of q� 1" TANK VENT MSA VENT GAP BROOKS 137 METER BOX (2) BOTTOMS REQUIRE 6" MAX 1" STREET EL 1" UNION 12 MIN 1" AIR VALVE 18" MAX (COMBINATION AIR B VACUUM) 1" x 3" BRASS NIPPLE 1" 9O' ELL 1" BRASS 90' ELL 1" COPPER TUBING 1" z 6" BRASS NIPPLE 1" BRASS COUPLING �1" CURB STOP O�1" OF CORP 90' ELL 1" CORPORATION STOP 18" x 12" x 2" CONCRETE PAD NOTES: 1. FOR 12" AND SMALLER WATER MAINS 2. VENT PIPING TO BE GALV. 3. SLOPE COPPER TUBING FROM MAIN UP TO AIR VALVE 1% MIN. 4. LOCATE AS NEEDED OR REQUIRED 5. CONTACT WATER DEPARTMENT FOR ACCEPTABLE DEVICES. 6. PROVIDED BY DEVELOPER, INSTALLED BY THE CITY. ® � Acusr HP�o E CALE I" COMBINATION NO anaWOAlo ."`wL", NARc +ns AIR R VACUUM VALVE 590 WASHINGTON COUNTY CASEFILE #08-902 SCALE TROY PARK D GS NAE°WN 11.WATER-DET SHEET 2 �� WATERWORKS DETAILS OF I1J REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS L PR�FsGINEs/o E R -DRAFTED 98 E r oR �Cr ary ✓�' 3 01 HAQQ�� EXPIRES JUNE 30th, 2013 DESIGN TCM PRESTIGE PROPBMS, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 TCM CHECKED WLMc HARRIS-McMONAGLE ASSOCIATES, INC. E N G I N E E R S- S U R V E Y 0 R S- P L A N N E R S 8740 SW SCOFFINS STREET OR 97223-6226 PHONE: (503) 639-3453 STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 DESCRIPTION SUB. APPR. DATE L.TIGARD, DATE 2/04/08 REFER TO TRACING FOR LATEST REVISION SIDEWALK ADJACENT TO CURB O 18" BREAK FLANGE SIDEWALK `18" CAST IRON 910 MIN 3. MIN. \VALVE BOX TOP 6" MAX. `\ 1 1/2"-1.3-/4"DRAIN ROC TAR PAPER (MOISTU AW 6" DUCTILE IRON PIPE RESTRAIN ALL JOINTS W/ "FIELD LOK" OR EQUAL GASKETS 6" MEGALUG RETAINER GLAND (EBAA IRON) CONCRETE PIER 6" GATE VALVE BLOCK FLG. z M.J. MAL z fi" FLG. TEE SIDEWALK WITH PLANTER z.0' STRIP AT CURB p SIDEWALK 3 MIN. MAX. BREAK FLANGE NOTE: 1. HYDRANTS TO BE MODERN MUELLER CENTURION. A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: A.OIL RESERVOIR B.BRONZE ACTUATION NUT C. SIR ONZE SEAT RING D. WEATHER SHIELD CAP ESAFETY SLEEVE COUPLING F.THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 4. HYDRANTTO BE INSTALLED TRUE AND PLUMB. 5. NO OBS TR UCTION5 WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BY ENGINEER. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ON THE 4 1/2" PORT. ^=c No S.A. ASSEMBLY O. caRo FIRE HYDRANT 542 of q� 1" TANK VENT MSA VENT GAP BROOKS 137 METER BOX (2) BOTTOMS REQUIRE 6" MAX 1" STREET EL 1" UNION 12 MIN 1" AIR VALVE 18" MAX (COMBINATION AIR B VACUUM) 1" x 3" BRASS NIPPLE 1" 9O' ELL 1" BRASS 90' ELL 1" COPPER TUBING 1" z 6" BRASS NIPPLE 1" BRASS COUPLING �1" CURB STOP O�1" OF CORP 90' ELL 1" CORPORATION STOP 18" x 12" x 2" CONCRETE PAD NOTES: 1. FOR 12" AND SMALLER WATER MAINS 2. VENT PIPING TO BE GALV. 3. SLOPE COPPER TUBING FROM MAIN UP TO AIR VALVE 1% MIN. 4. LOCATE AS NEEDED OR REQUIRED 5. CONTACT WATER DEPARTMENT FOR ACCEPTABLE DEVICES. 6. PROVIDED BY DEVELOPER, INSTALLED BY THE CITY. ® � Acusr HP�o E CALE I" COMBINATION NO anaWOAlo ."`wL", NARc +ns AIR R VACUUM VALVE 590 WASHINGTON COUNTY CASEFILE #08-902 SCALE TROY PARK D GS NAE°WN 11.WATER-DET SHEET 2 �� WATERWORKS DETAILS OF I1J CURB JOINT 5' MIN. --I SEE NOTE 5 ROW 2% ROAD T 2" OF 3/4"-0" BASEROCK COMPACTED SUBGRADE� SIDEWALK ADJACENT TO CURB �--_-5' MIN.ROW 2Y 6" ROAD ,I I OF 3/4"-0" BASEROCK COMPACTED SUBGRADE� SIDEWALK AWAY FROM CURB NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2" TO 3". 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTIUTY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. DRAINAGE BLOCKOUT 3" I.D. SCHEDULE 40 DWV (ABS OR PVC) PIPE W/COUPUNG 1" BATTER lay j. ,MAX. BASE 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3. EXPANSION JOINTS: A. TO BE PROVIDED: 1) AT EACH POINT OF TANGENCY OF THE CURB. 2)A EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE -MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 4. CONTRACTION JOINTS: A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: A. 3" I.D. PLASTIC PIPE WITH COUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY UNES. 6" 5' MIN LANDSCAPE STRIP 4 Z1. EXISTING DRIVEWAY - MATrH WnnT1a z r.RAnF A A 2% SEE NOTE 4 SEE NOTE 2 SEE NOTE 3 A 30' MAX 10' IN am 3/4" PROJECTED TOP 6" OF CURB R/W UNE SEE NOTE 3 SIDEWALK LANDSCAPE STRIP 6" X 6" 10 GA MESH SEE NOTE NO. 4 �r72" OF AGGREGATE MOTION A -A (3/4"-0") COMPACTED "017 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. EXISTING DRIVEWAY - MATCH WIDTH & GRADE J A R W UNE VARIES SEE NOTE 5 SEE NOTE 4 TIGARD, OR 97223 TCM SEE CHECKED B 5�MIN SEE NOTE 3 NOTE 4 S IDEWALKB A MAX 10' MIN 6" r -I m � USE EXISTING EXPANSION JOINT OR SA CUT AND PLACE COLD 1" EXPOSURE JOINT. r �EVATION B -B STREET 2" OF AGGREGATE (3/4"-0") COMPACTED AECTION A -A " Olt 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED FROM CITY ENGINEER. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. EXPANSION & CONTRACTION JOINTS SHALL BE 1'2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 5. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. AOU311N P. RUENAS AGUBTN a ° CONCRETE . . POUFNAS STANDARD DRIVEWAY � �. MODIFIED SIDEWALK CURB dGUTTER _' w/LANDSCAPE STRIPS DRIVEWAY cffdrWart or aw or 143 an a 719RIE MONUMENT CASE & COVER NOTES: 1. MONUMENT BOXES TO BE CAST IRON OR ALLOY SUITABLE FOR HEAVEY TRAFFIC LOADING #1036 OR 1033 SUPPLIED BY: INLAND FOUNDRY CO. INC. 191 N. 39TH SPRINGFIELD, OR 97477 (541) 747-9172 OR NO. M 1010 AND SUPPLIED BY: OLYMPIC FOUNDARY SEATTLE, WASHINGTON 2. ALTERNATIVE TYPES MUST BE APPROVED BY THE CITY ENGINEERING DEPT. PRIOR TOINSTALLATION AND MUST CONFORM TO THE FOLLOWING MINIMUM DIMENSIONS: 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW FINISH GRADE. a ;: ° AGNINa. �OUFNA9 MONUMENT R �1 MARCH 1888 BOX an.O'� m 170 REV. DESCRIPTION I SUB. I APPR. I DATE REFER TO TRACING FOR LATEST REVISION �Ya -BEd 9'MIN BEDDING BELOW O OUTSIDE OF PIPE BELL $^E3 NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. AGUPte.9 OZENAS NO o P e e m TRENCH - No. nr�TlePnn(I °•-,�°, NAuloBce BACKFILL 180 REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT- DIMENSIONS TYPICAL HOUSE GUTTER (TYP.) ROOF DRAIN m j 4� 1 I I STORM DRAIN MAIN H 1 PUBLIC STORM LATERAL ( PR/IA7.STORM LATERAL PLUMBER TO CONNECT ROOF ROOF DRAIN FF INSIDE CHASE BF DRAINS; CHASE AND LATERAL. CAASBMOTTO SCALE DSCAII. DESIGN PRESTIGE PROPERTIES, LLC TCM 12670 SW 68TH AVENUE, SUITE 300 DRAFTED TIGARD, OR 97223 TCM (503) 297-1881 CHECKED HARRIS -McMONAGLE ASSOCIATES, INC. WLMc ENGINEERS - S U R V E Y O R S- PLAN N ERS DATE 8740 SW SCOFFINS STREET 2/04/08 TIGARD, OR 97223-6226 PHONE: (503) 639-3453 WASHINGTON COUNTY CASEFILE #08-902 TROY PARK CITY OF TIGARD STANDARD DETAILS SCALE AS SHOWN DWG. NAME 13.CITY-DET SHEET 13 OF s OWN L FREE AND EAST Ir I LEDGE ON AT (FAST fY IN WIDTH W ANN. HS MAXIMUM 21' FROM •..B ANDA ED FRAME AND COVER OR IOP OF FRET SIFP WATERTIGHT FRAME AND COVER. TD TOP OF CASTINGSID. ORAMNG NO. 11U-SA/ST ON N0. 120 BET FRAME IN NDN-SRNK GROUT NOTES:! MADE RNLS (Y.4•.OR 87 t LL PRE -CAST MANHOLE FECTONS R- CONFORM TO THE MAXIMUM 12• SET IN NON-SMINK GROUT REWIREMENTS OF ASTM C-476. 2. ALL POURED IN RACE CONCRETE SHALL HAYS A 28 DAY STRENGTH OF 3W0 P.SI. AND E -OF 2° TO 4• 1 ALL JgNM SHEL BE SEALED MTH PRE FORMED CAStE15 STANDARD ECCENTRIC SOON AS KENT SEA N0, 2. RAM NECK. OR AN APPROVED 38• COLE EWE CONFORMING TO FEDERAL SPECIFICATION SS SOU21O. 4. ALL PPE CONNECTIONS TD MANHOLE SHALL BE WATERTIGHT STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 5. PIPE CONNECTIONS OF 24. OR fAEATER SHALL REWIRE A 1-1 4• MANHOLE AND CHANNEL DETAIL & PIPE CONNECTIONS O FOUR OR MOPE MAINLINES SHALL MANHOLE STEPS 8EE REWIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. SID giAWNO N0. 100 Z PROVIDE A MINIMUM OF R• OF INTACT (UNDISTURBED) MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED MANHOLE SECTION VARIABLE1 4 ) ON THE INSIDE FACE OF THE MANHOLE B. BIEAKWT OF WALL FON PIPE SHALL BE 2• MINIMUM AND 4• MAwMUM CIE OF PIPE wAu. JCONCRETE 9. THIS DETAIL LIMITED M MAXIMUM jH1ERGR DROP OF 24• FOR SANITARY CONNECTION AND 48• PER STORM INSTALLED IN ACCORDANCE WITH CONNECTION. S MINIMUM 10. WATEIRTICHT/tAMPER PROOF MAN"- FRAME AND COVER SHALL BE USED IN ALL EASEMENT ANO OFT STREET AREAS. SMOOTH FlNI4H CHANNEL TO=mss' l' :.! . • EFMNIMUM CONCRETE 3/4 VERTICAL HEIGHT OF NPE I.�x-'�t•�. ;. 12' MINIMUM OF W -O• COMPACTED . 72 MNIMUM •.: (.,_- BASE MATERIE •• STANDARD MANHOLE C�eanWater\`Services DRAWING N0, 010 REVISED 02-03 Out c°mmitmcut it d- B BEE STANOARD DRAWING NO. 320 FOR PR �0 �IAG I NEF,P /O y 6R ✓ `21•YB'� 9 EXPIRES JUNE 30th, 2013 FRAME AND COVER. 2. MANHOLE STEPS MUST BE TIGHT AND FIRMLY FUNNED. DRAFTED TCM A A CHECKED WI -Mc STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 BE OF THE SAME UEEIGN. TYPE AND SM. (NIXING OF UNMATCHED STEPS 1-1 4• e'. L. 4 PLAN VIEW RECESSED CUR3 INLETS 5-3/N TO BE REINFORCED JCONCRETE INSTALLED IN ACCORDANCE WITH E3 DRAWNG NO. 31D [CORE TCP OF PAVEMENT 5�P 0 HO 211. b I e MA% 6• FOR IOU 0 IN •: 5 - MM 'a REINFORCEMENT .1 vti FIR PREDAST ar 6• 21 9' SECTION A -A SECTION B -B NOTES: 1. CATCH BASIN SNAIL BE CONSTRUCTED IN 2 EN FROM OP IFlRST ACCORDANCE - ASTM C-479. TO FLOWLINE OF PIPE IS GREATEN IMAM 48'. SEE STANOARO ORAMNC OP N0. 100. BET STEP 12' FROM TO GRATE 1 INSTALL STRUCTURE ON MINIMUM OF 8' OF W-0• CONPACIED BASE MATERIAL- ATERIAL4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHAUL BE FOUR MEERNG ASTM A-fi15 4. MEETING ASTM A-497. GRADE 60 OR WFUOED MRE SALL POOR INFLAOE CONCRETE SIAL NAVE A 2B DAY S1PfNGTH O SOON -L AND A SWIP OF 2" TO a•. 6. CHANNEL REWIRED IN ROW THROUGH APPLICATIONS. AS APPROVED, ALL OMER APPUCATIONE REWIRE AN 15• SUMP BELOW LOWEST PIPE INVERT. 7. FULL CURB EXPOSEURE REWIRED CANNOT SE LOCATED IN SOEWA1K RAMPS OR RAMP -GS. GUTTER & CURB INLET CATCH BASIN nWaberServices �a. DRAWING NO. 300 (CG -2) REVISED I2-06 NOTES: REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT- DIMENSIONS PR �0 �IAG I NEF,P /O y 6R ✓ `21•YB'� 9 EXPIRES JUNE 30th, 2013 1. ALL STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 2. MANHOLE STEPS MUST BE TIGHT AND FIRMLY FUNNED. DRAFTED TCM 3. ALL STEPS MTAIN A MANHOLE SHALL CHECKED WI -Mc STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 BE OF THE SAME UEEIGN. TYPE AND SM. (NIXING OF UNMATCHED STEPS 1-1 4• REFER TO TRACING FOR LATEST REVISION IS NOT PERMITTED). 5-3/N d. f:.. .� Y••�•'p 12• COPOLYMER POLYPROPYLENE PLASTIC 1/2• GRADE fi0 RQNFORCFMENT �. 13• Cc `�L 3-3/8• FOR PLASTIC SAFETY STEP iT i6 3le GALVANIZED BAR MATERIALS: tz• GALVANIZED: M6 (3/4• DIA.) GALVANIZED DEFORMED REINFORCIN G BAR. '••'4 .:"'.' REINFORCING BAR CONFORMING WTH ASTM A-615 GRADE 40. GALVANIZED CONFORMING WTH ASTM A-123. PLASTIC: r4 MUST CONFORM WITH ASTM C-478. r STEEL REINFORCING BAR MINIMUM 1/2• GRADE 60. MEETING REOUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE MEN SERRATED SURFACES. 4" FOR GALVANIZED STEP MANHOLE STEPG7eanWater\�`Services DRAWING NO. 100 REVISED 02-03 0°. A 7 fNAPPR ASOVEO GUTTER �-' D' QD' 807MM FACE OF CUTTER PLAN VIEW NORMAL CUTTER r FLOW LINE / CURB F u3 FAVNG r 3• WEEP HOLE RAZ w. �f 1 /2" PRE MOLDED FILLER I(rrP) SECTION A -A f�'-BOTTOM-OFACE OF GUTTER BO WECF OF CURB 3A w� \ I I 4B• B•� 1 1/2' 3fi" FRONT VIEW PERSPECTIVE VIEW SHOWING DEPRESSED GUTTER AT CURB INLET NOTES: 1. ALL FABRICATED METAL PARTS SHALL BE NEW 51RUCTURAL, ASTM A-36 STEEL, AND BE HOT DIPPED GALVANIZED AFTER FABRICATION, 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2° TO 4°. 3. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOW LINE IS GREATER THAN 4R•, SEE STD.DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN WITH LID OPENING. 4. INSTALL STRUCTURE ON MINIMUM OF B° OF %• TO 0" COMPACTED BASE MATERIAL. 5. 72" MAXI MUMALLDWED WTH DISTRICT OR CITY APPROVAL, TO AVOID CONFLICTS WITH EXISTING UTI U TIES. INLET CATCH BASIN (CG -48)O) C1ean% r�`Services DRAWING NO. 340 RE✓EED Gs-outcommum-HII.- E CAST 3R• CONICAL HOLIES (2) SANITARY WVQR ONLY, SANITARY -/4' _ 22 I F F NO ES: 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 2. COYER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3. COYER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH LID FOR UFTING HOOK. SUBURBAN AND STANDARD MANHOLE FRAME AND COVERCleanWaber Services DRAWING NO. 110 SANITARY REVISED 12-Ofi Om -.- I. Mem. STANDARD CAST OR NON-SHMNK GROUT FRAME AND COVER URAMNG NO. 510 STANDARD MANHOLE MAN RING J - FINISH GRADE WMTH STOPIPE STOPS RUG FOR A Y MIN. CLEARANCE MINIMUM 3/4•-0 MINIMUM OF 6• AROUND -OUT MON 1• MIN. OVERLAP CONCRETE ENCASED BOTTOM OF WYE FOR PLAETL PIPE NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE 2. STAND PIPE TO BE SAME SIZE AS MAINDNE UP TO AND INCLUDING 8° PIPE MAINUNE GREATER THAN 8• SHALL HAYS A 8° STANDPIPE. STANDARD CLEANOUT pe.nWaI;r\`Services DRAWING N0. 500 REWs6D 1z -W om eomm�we°1 i. ele.r. 1- FLAT FACE LETTERING (RECESSED FLUSH) (1) OPEN PICKHOLE PLAN VIEW AS SHOWN COVER BACK 24 3/4" DIA. 1/4" � 7/8" 2 7/8' 6'• SO. J i 7 1/2" SO. PICKHOLE DETAIL 22 i/2" DIA. SECTION VIEW SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. STORM WATER MANHOLE LIDC1eanW.�Service. REVISED ,2-06 DRAWING NO. 120 0-mmmRlmme UI HIAA, POPE PLAN COPE SZE AS SPEGFDJ SECURE 2X4 IN PLACE GAI IT P11 I/ TO PREYTNT PWG BLOWO \STgiM OR SANITARY SENER MAIN NOTM- 1. FOR CONNECTIONSN TO eCRAND 10 SIN MAINSENIIt AND SOLE STOAI-L BE TH FARM ONPIPEUVE ABRICATFD •TEE• FITTINGS UNI -EES OINERMSE APPROVED. 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOMNG A. K ASTM -3034. ASTM -1900 8. CW CRETE ASTM C-141 - C. ON LE IRON CLAM -50 S ORY ONLY D. A-2000 PVC ASTM 949 E PVC MB MEETING ASTM D 1)Ea OP 3. ALLPE 9HTIALL BESCOLON CONED MH HTO M- NFORR STORK. SOLE PIPEUNES HQ(RTI TOTAL LENGTH OF 2X4 GROUND LOTR: AS SHOWN ON APPROVED SET OF PUNS SURFACE MAONET MARKINGS TO FACE STREET TAPE LABEL MAGNETIC TAPE MTI BLACK LETTERING SANITARY: •CAUTION SEWER BURIED BILLOW STORM: 'CAUTION STORM DRAIN BURIED BELOW." PUCE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. MINIMUM SLOPE FOR LL 6• PIPE 4• PIPE SUPPORT IEE NTN u,Nl -u- - of ELEVATION SIDE SEWER / SIDE STORM PIPELINE RE 5ED12-O6 QeanWater�"Services DRAWING NO. 520 °, c.mmlln,c°I n clear. PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 HARRIS -McMONAGLE ASSOCIATES, INC. ENGINEERS - S U R V E Y O R S- PLAN N ERS 8740 SW SCOFFINS STREET TIGARD• OR 97223-6226 PHONE: (503) 639-3453 WASHINGTON COUNTY CASEFILE #08-902 SCALE AS TROY PARK DVI NAME SH 14.CWS-DET SHEET CLEAN WATER SERVICES 14 STANDARD DETAILS OF is REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT- DIMENSIONS PR �0 �IAG I NEF,P /O y 6R ✓ `21•YB'� 9 EXPIRES JUNE 30th, 2013 DESIGN TCM TCM DRAFTED TCM CHECKED WI -Mc STORM AND SANITARY AS-BUILTS DBB WLMc 4-9-13 DESCRIPTION SUB. APPR. DATE DATE 2/04/08 REFER TO TRACING FOR LATEST REVISION 1- FLAT FACE LETTERING (RECESSED FLUSH) (1) OPEN PICKHOLE PLAN VIEW AS SHOWN COVER BACK 24 3/4" DIA. 1/4" � 7/8" 2 7/8' 6'• SO. J i 7 1/2" SO. PICKHOLE DETAIL 22 i/2" DIA. SECTION VIEW SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. STORM WATER MANHOLE LIDC1eanW.�Service. REVISED ,2-06 DRAWING NO. 120 0-mmmRlmme UI HIAA, POPE PLAN COPE SZE AS SPEGFDJ SECURE 2X4 IN PLACE GAI IT P11 I/ TO PREYTNT PWG BLOWO \STgiM OR SANITARY SENER MAIN NOTM- 1. FOR CONNECTIONSN TO eCRAND 10 SIN MAINSENIIt AND SOLE STOAI-L BE TH FARM ONPIPEUVE ABRICATFD •TEE• FITTINGS UNI -EES OINERMSE APPROVED. 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOMNG A. K ASTM -3034. ASTM -1900 8. CW CRETE ASTM C-141 - C. ON LE IRON CLAM -50 S ORY ONLY D. A-2000 PVC ASTM 949 E PVC MB MEETING ASTM D 1)Ea OP 3. ALLPE 9HTIALL BESCOLON CONED MH HTO M- NFORR STORK. SOLE PIPEUNES HQ(RTI TOTAL LENGTH OF 2X4 GROUND LOTR: AS SHOWN ON APPROVED SET OF PUNS SURFACE MAONET MARKINGS TO FACE STREET TAPE LABEL MAGNETIC TAPE MTI BLACK LETTERING SANITARY: •CAUTION SEWER BURIED BILLOW STORM: 'CAUTION STORM DRAIN BURIED BELOW." PUCE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. MINIMUM SLOPE FOR LL 6• PIPE 4• PIPE SUPPORT IEE NTN u,Nl -u- - of ELEVATION SIDE SEWER / SIDE STORM PIPELINE RE 5ED12-O6 QeanWater�"Services DRAWING NO. 520 °, c.mmlln,c°I n clear. PRESTIGE PROPERTIES, LLC 12670 SW 68TH AVENUE, SUITE 300 TIGARD, OR 97223 (503) 297-1881 HARRIS -McMONAGLE ASSOCIATES, INC. ENGINEERS - S U R V E Y O R S- PLAN N ERS 8740 SW SCOFFINS STREET TIGARD• OR 97223-6226 PHONE: (503) 639-3453 WASHINGTON COUNTY CASEFILE #08-902 SCALE AS TROY PARK DVI NAME SH 14.CWS-DET SHEET CLEAN WATER SERVICES 14 STANDARD DETAILS OF is 1) ContradwSW SWAM Imt MSI AMM Ree9gmNb F SUI SW tNeaBwi Ane OM -9 UNINVEP ,F,rSIMRM Sign LPpeM, Spm ShaMBe LPWbe Per TMPAM Sign Lwafbn OrAS SMwn OnPW. friS HECONTRACTORSRESFONSIBLLRYTOVEPo MERST U NAMES WIT N T HE COUMY SLIRVEYOFFICE AT BIB•BlT3 BEFORE ORDERING AND INSTALLNfG STREE! NAME SIGNS 2) All Signing 3hM Conb9m io 11lsAWurNOn Urdwm rrM6c UbnMDsvloreAM Ths Cauntyc Pemunanl Signlrg Legantl. 3) SI e t Nemo Spm SW Bs' (VMyflNAL 3frsel Namea BeMre Ortlerinp AM In46p) A) FORLOCALANOCOLLECTOR STREETINTERSECTIONS: Su (6)Inch 0.080 high FlNBbee ANWnkxun Blanks, MounlM On Top d Poll WM Spedel &ackeb. 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Sign Posh Antl Andmre SW Be InWRee Pw'Typlral Sign In.MlNtlon' No OMer Type d Pwl Shah Be UaM Unbse PriorAppreval Of The County Renwva EaMng Sign (N)And (M) Support RN m4wsbM �k M Relnslaff Spn (N) On New (M) Suppoe sty 1L5 TM AVE OMaMbin--MdFx—Spn(N)AMSUPpoe aprlme. 7 spnT— TYPICAL"STREET NAME" M=M=S Opbom Are S = : Exbfmg. NIS PraerBOn 1'Cenbre bel'rele.per SIGNING MATERIALS sroparlepMg. ReWedhwIII Two B 3chod Aevenoe Alltl QOWyBlpli YeBxa19esn RNlecble BMeNg Type9 Street Noma Spm LeDtls-ShaMkp. TjpsW (Posta OverhaM Bedg9wrp-ReaxWe Sheemg. TypeN Afi Olhar Spm (WNMaalbe Relbctive SheeMg. Type lH OverMMSprerg RaeeclNe SheeMg. 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DATE REFER TO TRACING FOR LATEST REVISION REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS X7/13' Drive T81Yrt TYPICAL SIGN INSTALLATION NTS 6•� Fo«Wb roc Arlae 9aaiwlOM y L2• r , --zr sr UT.' Bloc Y e 4 s >4 r 2x na. No! .. ampm F�nw DETAIL - A a. txpanupn lPl4. A �) ,u Ea�lr caa sai :B u Fapn Eve IXONmnYn. J) uEarn ala INmwtsw4iv. siu _b_ T. S:Erou re mP Ee.E. A. s�pml�ro era xi npnTn.n lP FRc C. wepnar Ta ee rmnsieeeeno LwsnoNm ld"c"iu� «Cwv.ty. O, Weaplwlr To helm tNClne AaNWNe TO Rapxly xma. Be 1-L2' -O' Or N4--ro rromYNeM Tp SOe%IXAASNro T -W AM Shell Be To 9�U� e, Strat SWav�, GO• In ITepW. Onlnepe Na.pA rM "Qrt VoOaN IB' EaN SIEe"i Orgnln /ale 0.pxxtl Tb RNI Mpel$eW «Orb (Sae 0411 A). "r3 wasHlNGrox couNrr EMERGENCY MOUNTABLE -�nPANTMEMf)F LWDUSE• CURB AND GUTTER `SPpwATxxa ENG«EFrNg SFCO«I GD: rMmmt/C</11 11.NFLLYC e98CrLYE D:ME: 3/18/2D11 WA&I,fma 2010 S T R I P I N G D E T A I L S L E G E N DPDRZNftACT AQ QB lUlbl LYE 1�I—mna� x © � -Na J 1-0.6 m d8 m NOTES: 1. WG1,E &WS 3 m bLK OF ME � WALNUT Material FwM SbeN Nanro Spm Per'SpnMp Materiels' WpM d Sign Per Beknv iabks For Six (B)AM NMe (8)Irxw BIeMs. 3u? ADMevieBww Per'Cortnnon Abbevia5orw" e/NCH BlANKB (TWO SIDED) e1NCH BLANKS (dIE SIDED) BdChNacWe BWkYypM RdCNiadNs Blank VypM (NMDNlM. PrNdes (Nat Mdue. PrslDms AM SueNes) Ane Su3km) uv roe VII tip roe 3e nrh T Tog XII TToB 9B MM 1 0 T. ii Sal Jh iB ro 11 ss mah 12 T. 19 421r9W 12 To 19 81 ren hih Oi9 481W, 1470 15 SB hmh For AbNArm Sbeet Nam. Sign LNbrSpedrg U.e Oeotb ShMwtle COMMON ABBREVIADONS AVE=Avenue W =Lens RD =ROM III =epweVap LP=Loop sr =s/reN CAR =Circe PKWY=Parkway TER=T CT=CWr1 PL =PYPe WY =Way OR=OrNe 4) Poetr A MMMmm d2X21rlMXis Foot GalvedzM'Unisbw iNespar Or llC ge PerNrebtl Poo dApp9oree E«evalwNShwl Be USM. A 2X21mhX 12 Foot (mM.)12 Gelpe GeNen2M'Unbbw ideapar'p 12 Gelpa PeR IM PmIS OrApproree EgwvNeM Shall Be fleMWhenACombinalbnd Spm b Mme Than 9B Incllee M Height 3Bn COmbMalnn AMAMimum Sign Mpontirg 1lepM 3haHOetennMB Pont LergM. Sign Posh Antl Andmre SW Be InWRee Pw'Typlral Sign In.MlNtlon' No OMer Type d Pwl Shah Be UaM Unbse PriorAppreval Of The County Renwva EaMng Sign (N)And (M) Support RN m4wsbM �k M Relnslaff Spn (N) On New (M) Suppoe sty 1L5 TM AVE OMaMbin--MdFx—Spn(N)AMSUPpoe aprlme. 7 spnT— TYPICAL"STREET NAME" M=M=S Opbom Are S = : Exbfmg. NIS PraerBOn 1'Cenbre bel'rele.per SIGNING MATERIALS sroparlepMg. ReWedhwIII Two B 3chod Aevenoe Alltl QOWyBlpli YeBxa19esn RNlecble BMeNg Type9 Street Noma Spm LeDtls-ShaMkp. TjpsW (Posta OverhaM Bedg9wrp-ReaxWe Sheemg. TypeN Afi Olhar Spm (WNMaalbe Relbctive SheeMg. Type lH OverMMSprerg RaeeclNe SheeMg. Type lH (Ermept Strati Nine Sprr) TYDk'al SINr $lrbs Stop Siem -30X30' SPeae Spm-NX90"On Lovrel SbaeN (Rig Wwe LhnW Si4LLL NOT Be USMOn SpellSpm) 30Y36' On COMedwAM ARMN ROMs. NO Patlanp Spm; RT -TA IS SbntlaN, NTMA RT -70117•x8'7 AwY Zone' 12"x18' On Lorel RPees, /8"xi4"On CONedwaAMAb«Yr, Wlpn Avows Are Usee, Spm AI BMl Enda d The Zom 9hN1 New 91rgb Arrows PdnWp MThe AppnOyrbla WedWl YNMWdbAn«va M BNxen. 'NO PARIONG' 8pN9 NEED TO BE 45' MROADWAY. F«Sped6c Sign DNeNe (Suds Ae The 'Street Stub Spn) for4d 11n CPudy ttelWC ErpMeerinp Sedion At (50.9)818-7060. F«RNeMp io PON RMNpEMe Ane alYN WAL UT Boar Spm Toyatrrer 8W !AT 6118• GRh'. Or 9" STREET NAME SIGN BLANKS AIUmMwn A88y MYeN9er Mrs Fire SIBn 3V3'XT/18'DIM RMN AnNnr$bero 215" X ZK•, iB"Oeep Arx3rr ZK X 2Y.', 98'Deep Smn Post r x 2, 12- DaeP VPON SA­ _ APPR. DATE REFER TO TRACING FOR LATEST REVISION REFERENCE INFORMATION AND NOTES: AS BUILT A/B DENOTES AS BUILT" DIMENSIONS X7/13' Drive T81Yrt TYPICAL SIGN INSTALLATION NTS 6•� Fo«Wb roc Arlae 9aaiwlOM y L2• r , --zr sr UT.' Bloc Y e 4 s >4 r 2x na. No! .. ampm F�nw DETAIL - A a. txpanupn lPl4. A �) ,u Ea�lr caa sai :B u Fapn Eve IXONmnYn. J) uEarn ala INmwtsw4iv. siu _b_ T. S:Erou re mP Ee.E. A. s�pml�ro era xi npnTn.n lP FRc C. wepnar Ta ee rmnsieeeeno LwsnoNm ld"c"iu� «Cwv.ty. O, Weaplwlr To helm tNClne AaNWNe TO Rapxly xma. Be 1-L2' -O' Or N4--ro rromYNeM Tp SOe%IXAASNro T -W AM Shell Be To 9�U� e, Strat SWav�, GO• In ITepW. Onlnepe Na.pA rM "Qrt VoOaN IB' EaN SIEe"i Orgnln /ale 0.pxxtl Tb RNI Mpel$eW «Orb (Sae 0411 A). "r3 wasHlNGrox couNrr EMERGENCY MOUNTABLE -�nPANTMEMf)F LWDUSE• CURB AND GUTTER `SPpwATxxa ENG«EFrNg SFCO«I GD: rMmmt/C</11 11.NFLLYC e98CrLYE D:ME: 3/18/2D11 WA&I,fma 2010 S T R I P I N G D E T A I L S L E G E N DPDRZNftACT AQ QB lUlbl LYE 1�I—mna� x © � -Na J 1-0.6 m d8 m NOTES: 1. WG1,E &WS 3 m bLK OF ME � �P � TIGARD, OR 97223-6226 � -Y ' I 2 � Hr gs,4xFM. PHONE: (503) 639-3453 /III��mnm N _'--_F-- �61NNI� W sfW eN I vIAEB� J m �� VIE � _'/ F�WEnOF�PAVgEYx65X.W6 PFA WI�FFOINR f�0[PLxS 0 � TM TRI m or OSn c smPlxc G 5B455WALK - SPACE TWO 300 mm WHNE LINESNNwu t5 SHOWN ON PLANS. CROSSWNI( SNNL BE TO BE DEEINIxm NrvIHE FlE,D Aro W RICM TURN WlE MARKINGS - SEE MUFCD FOR DETAILS. ARROWS SHALL BE L6r NRN LANE wIMINGS - SEE MUICO FOR DETAILS. ARROWS SHALL BE IHERMOPUSFlC PAVEMENT MARKING MATERIAL. ANLR040 CRGSSING - SHALE- BE mwxomo� � nanmm TIERMOPUSNC PAVEMENT MARKING MATERIAL THERMOPVSTC PAVEMENT MARKING MATERML WHILE PLANT AND INSTALLED PER ODNL (SEE NOTE BJ ELe FANOPIa511C PMEMEM Wltl(NC OO © O SpCIDN 2810 CFmiX�Om1 �NI�p =-Ai0CMWTWPPFMpN9ulLwNG�u.BIHOR PLANEDCOPIES OF TIE I/2DD YELLow GIgIPE FAaa1 TiRU ANO TARN LWE MARKIN[S - 'ONLY' PAVEMENT LEGEND - CENTER 'ONLY LEGEND BETWEEN B-DIREC,IOxY THE I Y➢LOW A A F SMALL BE IHE9IOPNSIIC SEE MlRCO FOR DETAILS. MRN AND hlflU ARROWS NRN OR THRU ARROWS. SEE MMCO FOR DETAILS. LEGEND MISm Mml4! STRIPE - 100 mm YELLOW UNE WITH (rD-oro PAVEMENT MARKING MATERIAL SHALL BE TIERMOPUSTC PAVEMENT MARKING MAIF%a. SIlN1 BE TiERMOPUSTC PAVEMENT MARKING MATERIAL ttPE I BI-OIRECOONAL YF110W KNEED PAYFD.IEM MARKERS. OaNx umOB OfURYL¢O1D CROSFIHGrex MAP oR xm IAau mE Qj JQ KOx -Txnu TMiflc SDE © _ml2W, ryNE9 (,W TO 70D) _ omT aY, sYm smgrv. s� m ��� • i •L„sy t* 1OO @.e m w 1. J m m m #—� 'm \ Sr � IHRU IRPFFlC SDE I 100 SSPAKLL � W iW0 WAY LEFT TARN STRIPE - 100 mm YE110N DN6 --SDE � TURN LANE LINE - 200 mm WNfIE UNE WTI TYPE IMONO-DIRECTONAL WHITE CRYSTAL MEOMN NOSE - TWO 100 mm YE11DN UN6 LOW OR WWIE RAISED MKi4BPLBA� - 100 mm YELSPAGE WITH TYPE I BI-OIREODONAL YELLOW RNSFD PAVEMENT WRIQRB DIfISDE LINE IS SOLD INSIDE AT 3 m 9 m PATTERN RAISED PAVEMENT MARKERS. WRH ME I BI-DIRECIIONY YE110N NY3D PAVEMENT MepIgRS, CENTER BETWEEN LANE IVES. PAVEMENT MARKERS. 1="� IDD r'= m 11 m�J2 m m EN6E OF P.d'L Wf ¢. I I �• ¢# s SPADES R+PiaN -� �- T 11Ru ,RYPc sq NN mNx nu9Tlc sa ,m T x � W`"'nR`to ,D�ipx m 45 m sPrlNc Tre. (� Wx # SKIP CIR.UNE - 100 mm VE110W LINE WIN MEI MEOIAu STRIPE - 1W0 100 mm YELLOW LINES WITH TYPE I f� IIUE - 100 mm YELLOW OR WrIfIE UNE CE�PLR[LyER LINE$ - TWO 100 mm YELLOW LINES WITH 1YPE I wE E�x IT L--" RI-OREC11«BL YF110W RAISED PAVEMENT MARKERS. BI-DIRECTIONAL YELLOW RASED PAVEMENT MAKERS. AS SHOWN ON PINS. BI-DIRECTONAL YELLOW RAISED PAVEMENT MARKERS. (mm) UNUSS OIHEReSE INgG1Eq "RM - 17"" .,� I. m + I - �{ Oa m H.e ~ 0.9 m PAV $PA4F__F,_ AL-_._ ( BRMEM A ARKINO ® SAL-_aRKINS E)(Lf S T� treJ Lear l luE - 100 mm MNIIE UNES WITH TYPE I NHDE MONO-OIgECTONAL CmSFAL RAISED PAVEMENT � BIKEI EIiNELNEBIE NENE - 200 mm WIDE BI IBBIRL1Bi$lSIP UNE$ IP UNE - 200 mm WIDE MHIIE UNE. ]1 $E(IRI[{L I/ARSE IOIR� - WXIIE OR YELLOW? INE TIE WIDTH ONO WLgt MARKERS AND NON-REFWHRE ME II IIaNOIS. wxRE LINE. WE SNAE AS THE INE BEING E)(IEtalEO. 81�'L1E_UYE_B1WWI 1 I ENI WUyEI ENL W -SEE OOOT HIO: ZONE STENCIL N4 LC1 f3METP Lcylc xG MVBmI nm er ENGHM=ERSSraw WASHINGTON COLN" Frp.lEcr M.aWER XXXX PROJECT NAME DISOMMON WBMCION mum L�A9gEATre 2AnD M3EAIMD ia- L4Nr 'MORAL HIGHWAY ADMINISTRATION PROJECT NUMBER SHEET LA0y. TRM'3PQNipnOV REGIONOREDIVI X/N DEQ ON Leyow Per Typiml Shaer Name Sign Leyouf'Ona (i)SpM, Two (2)Spns Perstrad Name. C) FOR SM3WILIZED INTER3ECT10N3:Twelve(12)Ilrch 0. 125m FIN BNee Aluminum Bbnks, MwrNee rsOIU" �`0y �Sr� is AlaetArm Or Shah Pak F«Spen Wlre spnN Syslenre. Instill Newspn (N)On New (M)Suppwt I"' M LeltwMg: Epht(8) Inch Upper Cosa Serbs C Pre -fixes Arp SuMxes: Fire(5)Imh Uppercase SeriesC Renwve ExbBng Sign pTr Trea --:7::,J,, Superecrpt Fw Numeexl SbaN Nemec: Four(4) MM Uppidse Seese C O LayaNPer'T}TMcel Sheer Name Sign LeyouP One (i)SpM WITH BORDER ::,J,, TIGARD, OR 97223-6226 PHONE: (503) 639-3453 SID. REV. DESCRIPTION SUB, TIGARD, OR 97223-6226 PHONE: (503) 639-3453 �IX BLLrek ♦ L'-p�F1� ae NOTE: e�Wi wR14 Am wa.. y 1. ��. Tui smm"�"sn".n a�Rdiaxm�. San Poi 2. 9a Manual On Unrorm Tmkm,ltrol r x r �- re m o.vxmr Pw slm.m Aae r�h-w: A. 2•x a• t Tse a.pan swPlma.x. Y4 C rmrin411sbonmA rz4•rw n.,e s,mm. MN Y L TO1NeFOINTM Ovm�euNv. ekeel�ilk E malsAM WorklrmNlp5lell ae In p ore WM llle Ona,lt 9wnIN CpnstrvSM�n1 END VIEW 6. 1-1.11.- 1TI. a smwalN Ane The TPP men snarl u 1•. s'� I P"Orblu"v�aeigmmem Pm - Snsll ae usea. ,' Saks skkw.lk ; AMwr U W -p O.0 MWWnum ELEVATION 1s Doo sea Pam 2 'ur xTnp• x 2,12 q.w Dxw Nae[ TYPICAL POST INSTALLATION c�R`o'SsrN'�xs mEWGAsNx,NEPEoR�z,rNAGn9oKl'DnOoNu sE aTYPE III, STEEL POSTS T�ERKNVrNTE:3/18/2011Wm6030vRUxB r nx. cmpiawak Sx n4s Tw sMmero st 9 r � r' • xl,,. - e� w ala"o• minor ke« I l-saeNxaAne amp.i wepnaa s nb. - � I ` -- I T 5eaN45 a «l/a'-O' CrvMM Rak Swrllli Me Ompaa Subpmee SIDEWALK AD]AOENi TO CURB 1 Ceno4 Snell 9.Orpm SOMan fammam4l GMa Garcia vw SailPn Oo1uP. �ro� xinNFl sraea«aPlneee ey rmalmer. va1m4. «F.a P.,,.1s rm..l arwBlmla.e7. Nl Pawl. alma x.a.Awama Rale. we Am a a Te 3m.ww APpmae4a, axon v..x,, Dmnww ld4, s�e•.,mx R. n.w4A.ausPae,N Hiro Eawf2oD P.i. a. SlMnik E4pea sMll BeTwmIM WIN A Mlnlmum 1/2' Melua. um1. ­)­­ I—- d0®IN 6lnahm (5®SNcnnl SwtlPn rn B n xPM4 Beea D.e IP uia, IX nslx4lk N nm N wmdl or ona�ae.r. an.wlaa saw.lk s1411 wn rnlmam THen.i n N� 4 N Guts SNMI Be ENv,eNT• SrkIN 8we41k WM 2' O4. PWap RpeN kxw. GpnW"UOn lora TO Be P4¢e Over Pepe. r, N� CG-JPA�WI4B NISvuaxe MN"4NIX IXJWak. 1�m�IN�AMpWrN olrwabn«Bglne. li 4 WASHINGTON COUNTY P.C. CONCRETE po� jZr ouB. r SIDEWALK DETAIL MsEFFECTTVE rAnP: NRxu®Ilxp�saTTOx vnTfi. 3/18/2D11 wAsx. co.9 2110 WASHINGTON COUNTY CASEFILE #08-902 DESIGN TCM PRESTIGE PROPBRZ'ISS, LW SCALE AS SHOWN 12670 SW 68TH AVENUE, SUITE 300 DRAFTED TIGARD, OR 97223 TROY PARK DWG. NAME TCM (503) 297-1881 15.WAC0—DET CHECKED SHEET HARRIS —McMONAGIJE ASSOCIATES, INC. WASHINGTON COUNTY 15 WLMc ENGINEERS - S U R V E Y O R S -PLAN H ERS DATE 8740 SW SCOFFINS STREET STANDARD DETAILS OF 152/04/08 TIGARD, OR 97223-6226 PHONE: (503) 639-3453