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Home My WebLink AboutOlson Woods Subdivision OLSON WOODS SUBDIVISION , . -N- \ \__i i ;L i a m N A 13 LOT PLANNED DEVELOPMENT N "�� mNa ¢m3 N 5� w (2, i I a 12540 SW WALNUT STREET, TIGARD, OR 97223 Q l T2S R1 W SEC. 04AD, TAX LOTS 4100, 4200 AND 4300 % SW ALBERTA ST WASHINGTON COUNTY, OREGON � FilE 2 W W Z APPLICANT/OWNER SITE SW JAMES ST c: a WINDWOOD CONSTRUCTION,INC. 12655 SW NORTH DAKOTA STREET n t --- -- -- __ _--- _------ - .- TIGARD,OR 97223 `�1 '- PHONE(503)780-4375 "i4, f,, -- CONTACT:DALE RICHARDS \� �' /y VICINITY MAP z 9 o.og11 N.T.S. �I�w _ 3 srE8L ENGINEERING/SURVEYING a 0 U/ v -r 1- �� ] 'CURL ACRES' PIONEER DESIGN GROUP y"'� �N' ~ I _ _ __ __--- -- ' 9020 WASHINGTON SQ DR,SUITE 170 SHEET INDEX �J/� •, g�� / 1L072 mc�z PORTLAND,OR 97223 o �'1 ' PHONE(503)643-8286 1. COVER SHEET 2. GENERAL L NOTES Q [t A CONTACT BRENT HITCH,P.E. > I ,.� 3. EXISTING CONDITIONS AND DEMOLITION PLAN 4. GRADING PLAN `, G'4'I LIGHTING ENGINEER 5. WATER QUALITY FACILITY/sow-03 PLAN,PROFILE AND SECTION 6. COMPOSITE UTILITY I Iw NORTHSTAR ELECTRICAL CONTRACTORS 7. OVERALL STREET PLAN AND TYPICAL STREET SECTIONS I�. a - 3 9130 SW PIONEER COURT,SUITE A 8. CURB RETURN DETAILS GRAPHIC SCALE I ionm. WILSONVILLE,OR 97070 9. WALNUT STREET/soPLAN-o1 PLAN AND PROFILE ao 0 30 ao iza I � I n PHONE(503)612-0840 10. STREET'A'/SDLN-02,SDLN-05,SDLN-06 PLAN AND PROFILE _ _ g CONTACT ADAM SUMINSKI 11. SW TRANQUIL LANE/WATERLINE,TRACT'C'/SDLN-04 PLAN AND PROFILE _ _ _ ¢+� �� 12a. SSLN-A PLAN AND PROFILE 12b. SSLN B PLAN AND PROFILE GEOTECH ENGINEER 13. SIGNAGE PLAN AND DETAILS (IN FEET) 185.00' 14. STRIPING DETAILS 1 inch-6o ft. ___ L586.56'25"E s.08 GEOPACIFIC ENGINEERING,INC. 15. CITY OF TIGARD DETAILS 9T.ou - 14835 SW 72ND AVE. 16. CITY OF TIGARD DETAILS I PORTLAND,OR 97224 17. CLEAN WATER SERVICES DETAILS / 18. CLEAN WATER SEFMCES DETAILS uRz 1 / PHONE(503)598-8445 8,84]SF /➢ r _ _ CONTACT BETH RAPP LIGHTING I I / / EL1 STREET LIGHTING I �e av / LANDSCAPE ARCHITECTLANDSCAPEPE I % L 6542r L1 TREE PRESERVATION AND REMOVAL PLAN I 131 /8 / Safi°54'23"E PERCIVAL LANDSCAPE ARCHITECTURE L2 TREE CANOPY PLAN 2 w,x e,2rt SF ,/S / 0,' I 2863 SE WAVERLEIGH BLVD. L3 WATER QUALITY AREA PLANTING PLAN Z / / L4 WATER QUALITY AREA PLANTING NOTES 1as.ea /8 rRAcrAL ,o,n LAN 0 ---- / WATERQWLRr/ nl �`�� PHONE(503)23- TRAFFIC Z PORTLAND, 97202 I / OETEN710N �1 "BLUE HERON PARK" 1 0100 TS-1 SIGNAL LEGEND iu, 3 % ausl sF CONTACT JOE PERCIVAL TS-2 SIGNAL PLAN IS c __ 7.3118F -su sc /7 ups - 1� 2 TS 3 SIGNAL DETAIL m "wnteurcnosslNG 1 + I - 1200-C EROSION AND SEDIMENT CONTROL PLANS W N O - N I 11s.su' _ 1 / /.:.::'::::::.:::', / P2 GRADING, CLEARING AND DEMOLITION 2 CC _1 =�, / - / P3 GRADING,STREET AND UTILITY CONSTRUCTION N 0 < uns 71 t61w l$ �& / A[ P4 DETAILS O �_ ti PI 1g ]. aF I& I i a.sloo SF W H I1- I I UTILITY COMPANIES z0 O '- 1ooes 4e.e8 _ O uns 1 WATER -CITY OF TIGARD SEWER -CLEANWATER SERVICES V 0 U $ 12 4I STORM -CLEANWATER SERVICES I ~ II? 5 [ i..::..:.:...:...::::...:.....!.....:::....!,.. 'F $I 3 GAS -NORTHWEST NATURAL GAS �. 3 SF ^ -y �-so.e4__ o ELECTRIC-PORTLAND GENERAL ELECTRIC ,, 1 sou,,: ' - P TELE -FRONTIER % r % 11 812 CABLE TV-COMCAST y y 7 =g ],eozsF 1 '� VERTICAL DATUM 0 0 0 rc w,. 0 ,60 -J----Tw_aa - 14 ® 6 BENCH MARK CITY OF TIGARD B.M.246 m g m g z 1^ a SF DATUM:NGVD 29 0 I I A r 10sF I DESCRIPTION:BRASS DISC IN THE EASTERLY a w Pau 80' CURB ON SW 128TH AVE.,40'SOUTH OF THE .E .' - u __ _ I au.so' '�� 4 INTERSECTION OF 128TH AVE.AND SW MARIE �' O z 8 - I{ �a' t ,SWTRANQU3WJ8E ELEVATION:247.93 FT. '� w 'a `o - - $ 0 0` z x > ry 8 1 9 7802 SF �- --- - i A- N 7 07' Fi moo SF an $eF -1 LOCATES(48 HOURS NOTICE REQUIRED) L 00'OY-L-- --- -- ONE CALL SYSTEM 1-800-332-2344 E ORE H N8a'45'04•w g - 00 299.07 (GENERAL TELEPHONE, NORTHWEST �, NATURAL GAS, PORTLAND GENERAL O ELECTRIC) o t�� 0 0 REPAIR EMERGENCIES II(; DISTURBED AREA 1 TOTAL AREA (ONSITE &OFFSITE) NORTHWEST NATURAL EC - 800-882-3377 goo �Na QWEST - 03- 2-6064 332-Z PORTLAND GENERAL ELECTRIC - 503-464-7777 8 -824-8264 AREA =3.48 AC ONSITE = 135,463 SF CLEAN WATER SERVICES - 503-681-3600 OFFSITE = 1,671 SF - 503-547-8100 TOTAL DISTURBED AREA = 137,134 SF(3.15 AC) CWS DATA VERIZON e00-483-4000 PROJECT NO. --- ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES IMPERVIOUS AREA QUARTER SEC. 4316 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DOWNSTREAM MH 318774 THOSE RULES ARE SET FORTH IN OAR 952-001-0010 0 DSL PERMIT THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES PUBLIC ROADS = 23,820 SF COE PERMIT OF THE RULES BY CAWNG THE OREGON UTILITY PRIVATE ROADS = 2,451 SF NOTIFICATION CENTER AT 503-232-1987. $ PRIVATE PROPERTY = 34,320 SF i THIS DESIGN COMPLIES WITH ORS 92.044(7)IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE(1) SIDEWALK = 3,320 SF FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A Project SUBDIVISION OR PARTITION PLAT.NO DESIGN EXCEPTIONS RECORD DRAWINGS OLSON WOODS TOTAL NEW =63,91 1 SF(1.47 AC) NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED Na. IMPERVIOUS IF THAT CHANGE WOULD CAUSE ANY UTILITY 264-004 INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED Type AREA. BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT / Sheet 1 of 18 CITY OF TIGARD CASE N-SUB2014-00008 GENERAL CONDITIONS GENERAL CONDITIONS EXCAVATION AND GRADING INSPECTIONS NOTE a 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT CHECKLIST SHOWN BELOW. w 2, THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, m 'AO TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. AT ANY TIME. INSPECTIONS CHECKLIST ;o 9 re'g TRANSPORTATION, FHWA, CURRENT EDITION. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE ,,'.'25 H b 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS $j THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR(AL DICKMAN OR MIKE WHITE AT y a a m SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF 639-4171),A MINIMUM OF 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. cj CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. WORK WITHIN THE CITY LIMITS. ALSO REMEMBER INSPECTION IS REQUIRED BFORE'COVERING'OR'POURING' 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM 3 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER ANYTHING. FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. REQUIRED INSPECTIONS: AT A MINIMUM,INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START 0 BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS AND END OF EACH OF THE FOLLOWING WORK PHASES; rt TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. REQUIRED, WILL 2B CONSTRUCTED BY INSTALLING NONWOVEN FILTER , THEFABRIN, EQUIVALENT C7 TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A z 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A SIX INCH LAYER OF 1(" - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK GRADING STREETS 0 GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER vi WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO CUT&FILL STAKING HORIZONTAL/VERTICAL STAKING 0 WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 FILL PLACEMENT/COMPACTION SUBGRADE CUT/FILL CC 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND PERCENT HASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH TEMP.DRAINAGE WORK SUBGRADE PROOF ROLL Lii DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE DUST/EROSION CONTROL CURB STAKING Z STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ASSURE PROPER FUNCTIONING OF THE FACILITY. ALLOWED IN THE STRUCTURAL FILL. PROOF ROLL CURB LINE 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A 5. THE GEOTECHNI CAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN SANITARY&STORM SEWERS CURB FORMS/POURING a INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR BASEROCK INSTALLATION 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN MH&CB STAKING LEVELING COURSE INSTALLATION ,-- THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE THE DEVELOPER SHALLFIMAINTAIN SAID FACILITY FOR A PERIOD OF THREE VE YEARSTS. AN UNDERDRAIN LAYERE AND TO VERIFY EXISTING HENGEOTES. CITY MANAGER. FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. 6. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNI CAL ENGINEER'S PIPE INSTALLATION/BACKFILL BASE COMPACTION/PROOF ROLL `� ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER REPORT/RECOMMENDATION CHANGES. TRENCH COMPACTOR TESTING WEARING COURSE INSTALLATION 111 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE AIR&TV TESTING WEARING COURSE COMPACTION \ 1 17,TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND REPAIRS RESURFACING POWER TRENCHING/UTILITIES WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND / ‘„' PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. �„a DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO TRAFFIC&PEDESTRIAN CONTROL STREET LIGHT INSTALLATION a x UNLESS AUTHORIZED BY THE CITY ENGINEER. z N �� m 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE ENCIEW THE DITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER OU TFALLS/RIP-RAP T TRAFFIC EN RATION - 0 FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. ENCOUNTERED. TRAFFIC&PEDESTRIAN CONTROL Z,�n ALSO BE PROVIDED FOR. 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A TRAFFIC CONTROL SIDEWALK/WHEELCHAIR RAMP �x 11. ASE CITY MAY BESERVES NE NECESSARY TOGHT EFFECTIVELLY TO OR TRAFFIC AND TO MODIFY TRAFFIC N ASSL SURE PUBLIC WATER MINIMUM OF 9. EXCAVATOR USTE TESTS WILL COMP Y WITH BORS REQUIRED 7757541 FOR HROUGH 757.571 (UTILITY PLACEMENT OF SIGNS OVERLAY INSTALLATION INSTALLATION ��j�� 0 SAFETY. WATER SUPPLY PRE-NOTIFICATION, ETC.). SEQUENCE OF SIGNS �` 0 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE APPROPRIATENESS OF SIGNS > CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO STORAGE OF SIGNS WHEN NOT IN USE ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTI ON MEETING. SUFFICIENT NUMBERS OF FLAGGERS BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW(CITY OF TIGARD 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, AL PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. ROADS FLAGGING PLAN DICKMAN AT 503/718-2463 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE ROADS CERTIFIED FLAGGERS TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING CONSTRUCTION SITE AT ALL TIMES. PROPER TRAFFIC CONTROL IN PLACE WORK COVERED BY THE PERMIT. 3. ALL JOINTS TO BE RESTRAINED. 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 4. VALVES TO BE OPERATED BY TPW PERSONNEL ONLYI REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN WATERLINE CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO ASSOCIATION) STANDARDS. RELATIVE DENSITY OF 95%OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. WATER LINE INSTALLATION SHALL OCCUR AFTER CURBS AND TEMPORARY LOT CORNERS ARE THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE 6. ALL WORK WILL BE INSPECTED AND APPROVED BY CITY INSPECTOR. 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT INSTALLED. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE GEOTEXTI LE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK AND MADE IN THE USA. PIPE SHALL BE"TYTON" JOINT DUCTILE IRON, CLASS 52. ALL TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE NOTE FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES PERFORMANCE. FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. ENGINEER. WITHIN THE SCOPE OF THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR TO A 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL PRE-ACCEPTANCE INSPECTION(AT END OF ONE-YEAR MAINTENANCE PERIOD).THE BALL AND FLUSHING PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A SHALL BE 3/4"-0" GRAVEL. OR JET RODDINO METHODS ARE CONSIDERED ACCEPTABLE.PRE-ACCEPTANCE TV INSPECTION IS CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE REQUIRED PRIOR TO SCHEDULING PLACEMENT OF THE OVERLAY. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 16. THE KNDSUPONDING OF MUD OR DEBRIS ANY PUBLIC ROADWAY ISOR STRICTLLYGE OF PROHIBITEDRIALS OR AND VIOLATTIONMENT SHALLOF BENY 10. PSUUURED RFACECONCRETE ARE REQUIREDUATBAOCCKS E,O CROSS, ANDI BENDQLOCATIONST(S BEARING STORM DRAINAGE EEDETAI S FOR CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER MINIMUM BEARING AREAS). 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS Z IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 11. A 4"x4"x8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY ENGINEER. ABBREVIATIONS O 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS N Z INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPTx110 AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&D N 0 REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 07-20) AC ASPHALT CONCRETE PC POINT OF CURVATURE LJJ 0 OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJx6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE 0 w 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD VALVE, 6" MJxMJ HOLDING SPOOL, 6" MJ, 5-1/4" MVO, 3-PORT(2-2h" NST HOSE MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&O 07-20. AB AGGREGATE BASE PI POINT OF INTERSECTION CC cc i i BCR BEGIN CURB RETURN O GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, CONNECTION, 1-4fz" NST PUMPER), 1/i" PENTAGON OPERATING NUT, OPENING LEFT, 4. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH BM BENCHMARK R PROPERTY LINE N MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERY OUS PACER C.W.S. REQUIREMENTS. BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVATURE Z N 0- KIND AND MATERIAL. 6790, CLOW MEDALLION PT POINT OF TANGENCY CIP CAST IRON PIPE J 0 CC 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON APRE-FORMED CONCRETE BLOCK WITH CJ CONTROL JOINT PRVC RADIUS POLY-VINYL CHLORIDE Q 0 < WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 1 5 CUBIC YARDS OF CRUSHED 2"-T" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF SANITARY SEWERS CL CLASS RCP REINFORCED CONCRETE PIPE O 1,9 PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. i CENTERLINE R/W RIGHT-OF-WAY u W ~ ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 14. ALL SANITARY SEWER LINES WITHINCMP CORRUGATED METAL PIPE 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED S SEWER CMU CONCRETE MASONARY UNIT Z O EFFECTIVE DRAINAGE CONTROL. WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A IN ACCORDANCE WITH CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R&D SD STORM DRAIN Z CO C I T O 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE 07-20. CN CABLEABLE TELEVISION �- SEWER LATERAL IyJ c H NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTON DI DROP INLET STA STATION 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY OF SEPARATION BELOW THE WATER LINE. 3.06.10 CWS R&O 07-20. DIP DUCTILE IRON PIPE STD.DR. STANDARD DETAIL W 0 C.) CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PS (POUNDS PER SQUARE INCH) SHALL E ELECTRICAL T TELEPHONE ECR END CURB RETURNT3 T OT BLOCK THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH EJ EXPANSION JOINT TC TOPP OF CURB EXPENSE. A STATE PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES INSPECTIONS TON TOP OF CONCRETE EL ELEVATION 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 7D TOP OF DIKE "' '^ '^ HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EX C EXISTING VERTICAL CURVE TE TOP OF FOOTING NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS FF FINISH FLOOR TG TOP OF GRATE E S S BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANCES MUST DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. CHECKLIST ON THIS SHEET. FG FINISH GRADE n TRAFFIC INDEX p p p rc IGHT BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE FH FIRE HYDRANT R TRAFFIC PAVE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF TP TOP AL PAVEMENT o COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. FL FLOwUNE TAP. 71PICaL m m 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER P FLANGE G E TW TOP OF WALL \ BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER). GM GAS METER VCP VITRIFIED CLAY PIPE �, $ TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM GB GRADE BREAK WI VERTICAL POINT OF INTERSECTION �' -, - w THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE HYPOCH LORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE GSP GALVANIZED STEEL PIPE WM WATER WATER METER 3 ? RESULTING FROM THE PROSECUTION OF THE WORK. FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE HP HIGH POINT WV WATER VALVE '0-° w g "' ' 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) L CURVE LENGTH CL DELTA(CURVE CENTRAL ANGLE) A 0 A a A > WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL IF LINEAL FEET 3 APPROXIMATELY (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF WI MANHOLE % PERCENT OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE MU MECHANICAL JOINT THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A < LESS THAN WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT / N.I.C. NOT INCLUDED IN CONTRACT > GREATER MAN 0° HOLDERS EXPENSE. LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN OCEW ON CENTER EACH WAY 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND THAT NO UTILITY INFRASTRUCTURE IS DESIGNED ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY.DI SPOTS OF THE TO BE WITHIN ONE (1) FOOT OF A SURVEY ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS MONUMENT LOCATION SHOWN ON A SUBDIVISION CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL T AS MANDATED BY DEQ. AFTER F PARTITION PLAT. NO DESIGN EXCEPTIONS NOR RECORD DRAWINGS APPLICANT'S AS-BUILT DRAW NOS SHALL BE TIED TO THE GPO NETWORK. THE DISPOSAL4-HOU AND FLUSHING PG O THE DISINFECTION SOLUTION,TESTIHERENG. WILL T ANOTHER FINAL FIELD LOCATION CHANGES SHALL BE DES S W RETENTION TAKE PERIOD PRIOR To BACTERIOLOGICAL TESTNc. BACTERIOLOGICAL PERMITTED IF THAT CHANGE WOULD CAUSE ANY APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH TESTS WILL BE TAKEN BY TPW. POINTS FOR EACH STRUCTURE(MANHOLES, CATCH RASINS, WATER VALVES, HYDRANTS 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, UTILITY INFRASTRUCTURE TO BE PLACED WITHIN DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED Et AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A 3/4" THE PROHIBITED AREA. AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT FI PT(FEMALE IRON PIPE THREAD) INLET, AND A 3/a" UNTHREADED HOSE NOZZLE. ALL BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION '6 (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELY NE ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO "AS-BUILTS" (OF ETHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS BUILDINGS To THE SEWER SYSTEM. DIGGING. A COPPER VENT TUBE(STANDARD) WILL ENABLE THE SAMPLING STATION TO BE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO ON A WEEKLY BASIS, TO THE RI/INS INSPECTOR. (SEE MITE DAILY - ENGINEER GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A 34" BALL VALVE SHALL BE VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE AGREEMENT NOTE5. PATER M IN PLACE OF THE AL PET COCK N THE VENTD PIPE. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY # ) 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST PIPES, CONDUITS 0R STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO HAVE THE PROPER OREGON STATE APPROVED BACK FLOW PREVENTION DEVICE, MINIMUM VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED g ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. ON THE PROPERTY SIDE OF THE METER. THE BACK FLOW PREVENTION DEVICE SHALL BE WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Project REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. DIVISION, BEFORE WATER SERVICES CAN BEGIN. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OLSON WOODS 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND OF THE OWNER OR THE ENGINEER. FINAL LIFT OF ASPHALT HAVE BEEN PLACED. Na. 264-004 CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS LOCATIONS AND DIMENSIONS OF EXISTING Type UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF AS BUILT WORK. Sheet 2 of 18 SANITARY SEWER LEGEND: MANHMANHOLERIM / 652' Q 8"IE IN W=228.52' 0+ m sroam SEWER B"If IN 5=228.72' '� - EXISTING CONIFEROUS TREE -PROJECT BOUNDARY UNE o 80 CURB INLET B"IS OUT E=238.40' ��(+^^zz,, Z STORM SEWER RIM=]3698 / ?a� - EXISTING DECIDUOUS TREE -EXISTING CENTERLINE 4 0 0 MANHOLE IE OUTS 23324 0�uA.�1 RIM=137.01' - m H IE IN SW=232.69' " ® -� -EXISTING SIGN 3 0 5 0-EXISTING RIGHT-OF-WAY LINE y_g SANITARY SEWER STORM SEWER IE IN W=2305] "' • k, ^� MANHOLE CURB INLET IE OUT E=i30.51 Y L a S m RIM=237.22' /a, -IXISTING UTILITY POLE -IXISTING 1'CONTOUR LINE Sur B'IE IN N=229.36' IE OUiS i3160�' :. SANITARY SEWER g'IE OUT E=22916 f -- ✓ U MANHOLE 3� -- fl - ® -IXISTING WATER LINE AND VALVE -IXISTING 5'CONTOUR LINE z RIM 237.51' '" `� 9 7A/ .F5-4 STORM SEWE0. a'IESUTS=29.6)' .� -�/ /j s011 IXISTING STORM CULVERT -EXISTING FENCE E s- CURB INLET SANITARY SEWER x 8.IE OUTS 229.53 V ?yj �� Q y SANITARY SEWER Q� _ IE ours-zz4.zo• u RIM-22].)6' CURB NIT ,- /6/`- %B- �' CLEANOUT SEWER STORM axHOLE ER RIM STORM o3' RIM-zz800• RI�E IN w-i / -EXISTING AC PAVEMENT Z FLOW SPREADER RIM 228.00' CURB INLET MANHOLE , / IE IN E-22436 - SANITARY SEWER RIM=23]59 �- rI %9 f RIM=236.59' MANHOLE 8"IE IN 23055. - _r<$ i CURB SEWER 0 -EXISTING MAILBOX - -24.17' ` / 6 f_"' CURO INLET Z ELECTRICAL / 6 i� �0 xss xss xss -EXISTING SANITARY SEWER SANITARY SEWER ELECTRICAL RI if INS 218.82' 304] PA 01, 10% %/ %6• €' i STORM SEWER RIM 2 TRANSFORMER VAULT 8'IEOUTE 23023 S}! % PpP�✓ AREA Dy IN IE IN 5-233.09' © -EXISTING GAS METER W _MANHOLE - O VAULT g^IEou ) l '1��`'ATE METER SERV �~"i MANHOLE IE OUT IEOUTN=232.8)' xv xv xv -EXISTING WATER LINE 0 RIM=22794- E C !1 7B•^~ RIM=236.55 O IE IN E-Z3).50' ��__� © 9 sroam s6w6a 1Z -EXISTING LIGHT POLE EXISTING GAS LINE w 10.1E IN 214.10' - _1��r-�-• am�4I.. 3 xc, - ABANDONED ATM•L �= RIM 237.51 %6 %6 %6 %6 - O B IE IN 5=215.50. - r D`f IE IN NW=231.71' 8 -EXISTING COMMUNICATION PEDESTAL -EXISTING COMMUNICATION LINE 10".OLRN-213.64' ,s ,il / / a ELECTRICAL IE INS-234.11' xc0n xcOn xc0n O. / -/ a\' `L TRANSFORMER VAULT STORMSEWER e" S W/WAL1TUT'STREEY - /� - XV �c�` b IEOUTE=USE.37' R USE SOH SOH -EXISTING OVERHEAD POWER LINE E oc AT 3'-t- ELECTRICAL TO OVED, IE IN E=7. e- _ ;W- - -"'''.'"'-''''-'''" -:" .A�- b �_I p A • ` 516NFeONTRAC OR BE MOACRNEP$,7E I ® -EXISTING ELECTRIC-EXISTING WATER AL -EXISTING CONCRETE `I11 RIM 23]62 O® -- W _ �f'_� CURL IE INE 219.52 xyr ��m...... 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N ��•, RIM-226.05' VAULT ELECTRICAL POLE STORM SEWER x STORM SEWER TRANSFORMER VAULT MANHOLE .ypQ BLOCK2 - -EXISTING FIRE HYDRANT WATER SEWER QUALITYMANHOLE H/ STORM SEWER 'IEAUT22' PART OF AC N , ��• -EXISTING GRAVEL ydR' o' . z• �t�Y �Y�� O �,�, e! - R RIM=22H.03' MANHOLE 8'IE OUT E=231.02' DRIVEWAY TO BE / �� ,1 N CURB INLET I ® -EXISTING STORM DRAIN MH f/� STORM SEWER // RIM-227.76' I REMOVED RAPE /J C CURB INLET RIM=128.72' IS'IE IN 5=i51.iB' IS AARBOR RIM=227.91' o'' 15"IE OUTN=241A1, IEOUTW=220.64' �_...Tea r DEED OocuMErvr ,u OO -EXISTING SANITARY SEWER MH IE IN N-222.57' Q/ NO.2005-14991 um IE IN E-222.47' / TAX LOT 3900 _E i� / 1E OUT w=2z2.0)' k la 0 -ELECTRICAL VAULT .31 ACRES FalliaM ' tit;' HOUSE / /� 1 / / LOLL ,'. 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MANHOLE 6123 MA 10" 6647 MA 12" _�- _X s97s ,i„c 5658 MA 7" 65189 AL 6" RW REDWOOD r LOT 59ioJ X �- �- ' ; N - 5659 MA 9' 6124 MA 6" 6519 AL 12" 6648 CE 8" LO LOCUST RI IE INWSNB=231.31' j--kc . 5660 MA 9' 6125 F 24" 6520 CE 15" 6649 MA 9' I 5'WOODEN \ �\ +p� _'! o 1 e"IE OUT S 23111' 5661 MA 16' 6126 F 28" 6521 CE 36. 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Q 575049 Fl 42" 6539 CE 6" " 6142 Fl 18" " I- sOoz ` 5992,'/ 1111 55 -- '61 / 5920 DE 95910 MA 1 6143 Fl 12" 65410 F 18 6672 MA 91 (n 0 Z O '/ S/ x "WALNUT CROSSING" ""' 5 ' S7 / I 1 23 5921 DE 6 6144 FI 20" 6542 F 8"' 6674 MA 8 0 } 5993 AR I /\ i - 599 �, / 2q ( / / / / 7 5975 DE 30' 6145 FI 6 6543 MA 12' 6675 FI 27" X F is.w62 ,/1 / / I 5983 RW 40' 6146 MA 10" 6544 F 6" 6676 MA 10"soo� 1312� s99a ` ►�<, '- 1 6/a / / l / //// ////// // / 5984 FI 6' 6147 MA 8" 6545 F 12' 6677 MA6 ,,6 4•►t62 1 „C.is Y]41 / c4' L.c\( / o///// / 5985 FI 6' 6148 FI 24" 6547 F 22' 6679 MA 6" A IIZ V _- +� T f;1�t �6 / 'Ji9`✓/ / / j' / 1 ///////07'/ / I ) I 5986 CE 20" 6149 MA 10" 9 b Lois �vlu �66�ti i 1 51 a4, 94►� �+ // / / ;,T 5987 CE 24" 6150 MA 8" 6548 F 15" 6680 Fl 21" ti= W \\ I u, N 5 i ►rF•12a\ / (S( s 0�� ,6.z iNY I �� 35 / \�• / / / / // / \</�(/f/(// // / J 5988 CE 6' 6151 MA 12" 6549 F 22' 6681 Fl 18" u 3 y p 0 m I z�i« ►�i4e 61os/ I `/\� p- es7siA ► Y►�I 636 :. /\ / / / i/ f I / 5989 CE 7" 6550 F 22' 6682 Fl 60H / \/ / / j / 6153 MA 12"6 6683 MA 81 _ p_ x \ 61 �0A" \ X J 6622 I 66z /66T/� nd/ / f I J// J 3 / 5990 CE 8" 6551 F 15" o o N' ' _d, is �EI�63Q. �/ �/ / ( ////� 6154 MA 16" 6684 MA 12" LL 3^ %"- Tfn%LOT 4200 XX C CR TE TO BE622, ��7'624 / / [ ///� 5991 CE 6' 6552 F 1 i" 6104 \ REMOVED ♦I626 5992 Fl 30" 6553 MA 11" m r / 6155 F 20" 6685 MA 6' d $ Q 0 6/i5 2 ACRES .,,46,,' \ n►42., ,' /q / 653/ / 5993 CE 15' 6156 F 12" 6554 CE 2g' m 4 q Q m 516 6101 \ / / v,�- ♦�(,62 j/ / 5994 CE 27" 6555 Fl 30' 6687 10" 'S ',,,,1 LOT6 6127 SANITARY SE'h'ER .30 6157 F 8' 6687 Fl 10" z 3 Z 2 I 6128 MANHOLE ;.. ( �C / 5996 Fl5995 E 30" 6557 FI 22' O �' o 6100 / - / r o4 / / \ f / 6159 F 24" 6689 MA 10" a m 0 AU' 6 02 RI 249_131 u 0 '1 11 6129 fi 609 e"EIN 5=132.55' -- AX L41000U 6160 MA 18" 6690 MA 10" m w u4� / / 95997 FI 20" 6558 CE 29'►� �18"EOUTN '.3' 's 1 .9YACRt7 9/ 5998 FI 36" 6161 F 28" 6559 CE 19' 6691 CE 30" 'r, q 'e '- 5999 Fl 27" 6560 CE 32' 6692 MA 9' o o CS a OO > 130\6099 6 ,' r / 6162 MA 10" 6707 Fl 25" cam. Is q60` / / tppsy, 6$n 669 6163 MA 15" 14s .9440 JJ ' - \ i<\ i67q 6 6000 MA 10" 6562 CE 11" d l 6666 3 6001 Fl 18" 6164 MA 10" 6563 MA 8" 6708 MA 8' m a'WIRE/� is0609s ,� V, 2 J n- 6002 FI 42" 6564 CE 12' LOT] ` �/ .,(.+5 669 I 67 676 s m o 6197 FI 9' 6709 FI 21" x FENCE ON LINE 61L4 ►* 6 / /� 57 / \/I / 4 �7 /qy 6003 MA 6198 FI 18' 6565 MA 12. 6710 CE 12' 61 7 6146 0 13 3.c 6€/�+f•••'9 / :7 66e 79 / 0`6 6004 Fl 38" 6200 AL 12" 6569 Fl 27' / 6199 MA 18' 6711 Fl 30" 61 1•1sz zI X ,(.,,/ �e•686 I' / N e 6005 MA 10" 6570 Fl 34" 6712 OE 1 �� btla9 /, (�"58 1* \ / // 6208 MA 10" 6714 MA 82" p k6Ba 6006 MA 12' 6571 CE 12' 6a / 6007 FI 12' 6573 DE 8' 6715 MA 13' CO Laid „ 7 61426153 ♦615y 1 I \ 668 .� / 6212 MA 12"Z ( ►.fl6r, 608 X N.E ,.E59 I /Q/ 6012 CE 29' 6574 MA 16' 6716 MA Q > ' 6139 fi, e. ►�f -1 / // a 6049 RW 60' 6429 Fl 40" 6575 MA 8'OE 6717 Fl12 30" W Z Q LOT A s-11�6133 I I \ k71n / { 6430 MA 12" 6718 Fl 24" at s 0 \ �' \ �11 ( 60510 AL 9, 6577 CE 10 z O _ 615//4 614 lazy I I 16431 AL 8' 6719 CE 12' F _A STORM SEWER 6\ -ki3a 6137� 60s f TX �(.i47w 7 6447 Fl 24" 67210 FIE 26" m 15s ,/ 6052 DE 18" Ill g 6578 AL 10' 13b SANITARY SEWER /\ �Y_ 6053 FI 7" 6579 CE 16' O , 27;7 51n 7lfg 7 zs 6054 AL 11" 6448 MA 12" 6581 AL 10 6722 FI 14' Li 14' ELERRICAL MANHOLE v �� \\ 61s ls6 / / 6449 FI 19'TSW 252.39 VAURIM Q0 \/ 49 6055 FI 1 6582 CE 32' 6723 MA 13' Q®. � I / 61 \ 8'IE INS/`133W �/v /\ >(XJ�( s z6 6056 MA 19' 6450 FI 18" 6584 MA 10 6724 MA 6 = D ��` -' _�� \ l e�Ty(,9&1'8"IE OUJN 3z 6 _ //\ '` 1 / LWys 6057 FI 36' 6451 FI 6 6585 FI 15" 6725 MA 9 y � 'sa5 / 6058 MA 12' 6452 MA 20" 6586 FI 22' 6726 CE 12' Z_ STORM SEWER 15 61 `�' �/ 6727 MA 15" �i j MANHOLE �,' $,W,TRA !l}IL ANE"\ I B RI E �7./,9 663 ro� R'7�i? X X X :3g/ / 6059 FI 27" 6453 CE 10" 6587 CE 20' RIM 26098' ,�(}6160/ �'*I 643 -:I „ 46 /////// 6454 Fl 18" 6914 Fl 30" a co 15 IE IN ui.29' •L- •1GdR ►h Ls, a 6086 Fl 36" 6521 MA 12' CC SO IE IN u1.36' I -X%ilv XW X X :'QeQn� ORMWER / _ aE I /6 X X�X // / gw1RE 6087 MA 14" 6455 Fl 18" 6622 MA 10 Z 15 IE OUT N=241A2' ��LI 4/► - u2m TCH BASIN ( ( tf 6164 S1 / l , l 6456 CE 6" 6916 AL 14" I p Q `�� RIM=2 11' I FENCE ON UNE 6088 FI 24' 6457 MA 12' 6623 MA 12 6917 CE 18" ¢ z . �'� W®� } I `✓ ss/� 6089 FI 24' 6458 FI 20" 6624 MA 7 6918 MA 18" I 7II 10"IE NW=52.41' / / ^ -�9: 48 O 0 } �h1 \ STORM SEWER ELECTRICAL 1 ( ) ) I r`' \,;, A I6m- zz / 6090 Fl 20' 6459 Fl 16" 6625 CE 1@' ® IOL F S, 1 \ MANHOLE VAULT I \ X \ <i� // / 584 6091 Fl 26" 6626 MA 10' 6919 MA 20" ¢ RIM 255R / h ��/ 6092 CE 18' 6460 CE g' 6627 MA 12. 6920 MA 14" W I _id 10 I E IN NE-252.28' I 6}97 /6z11 \ I X \ / 67W (" //-0 s 6461 Fl 14" 6921 Fl 30" CA W y IE IN SE-25z.2z' 6 9►,l,d / l \ 1 6S3L s'X �/ // sz3(/ �, i 6093 MA 9 6462 CE 12' 6628 MA 10W '.1 la' OUTW-25102' 1 a A / / /\ > / / /l 6094 FI 32'6095 Fl 24.. 6463 FI 24" 6629 MA 14" 6922 CE 15" O to Lor9 (w'6212 I ( X X;4z/ '/ / 4ke///) 582 6096 MA 10' 6464 CE 8 6630 MA 10 6924 CE 20" � � 6z ,I /►��;1 I I ,;/6 //ry� 6097 FI 36" 6632 CE 9' 6925 MA ?0" O W SANITARY SEWER O A 208 �, S 6465 FI 12" 6631 MA 10 J Project Lis. sag 4.�i R„I N �/ / 6466 MA 12" 6633 MA 12' o MANHOLE Jl��s' 1 , _ r\f X X /\ PS q 6098 FI 29" 6467 MA 10" 6926 MA 16" N IL OLSON WOODS RIM-264.44' . X-�•- •1° X X z' 6099 MA 13" 6634 CE 9' 6927 MA 16" OZ No. 8"IE OUT N=254.24' 0 STORM SEWER ELECTRICAL 1 `sg�}$�%45;04",CA/� q'.eV1uE)L ss 6100 FI 10" 6468 FI 8 6636 MA 12' 6928 CE 24" I I�I 'Ji.'y^�`y✓ 6 8 6101 FI 21" 6469 FI 27" 6636 CE 12. 6929 LO 10" �+�+ W W 264-004 MANHOLE VAULT j( / / / FEpON LINE 6579 6102 Fl 24" 6470 MA 12" 6637 MA 7" Q Q nee AS BUILT 691J 6494 ALA 82" 6639 MA 0 m Sheet RIM=z64.53' I ` / 6103 CE 20" 6638 MA 9' 10"IE OUT N=251.11' j`\ /j x// ti� 6105 CE 30" 6640 MA 8" x 1 1 \// / q J I I I/(I d 6495 AL 7" 3 of 18 LEGEND: I /' . - EXISTING CONIFEROUS TREE -- -PROJECT BOUNDARY UNE O z z o u / ?6 - EXISTING DECIDUOUS TREE - -EXISTING CENTERLINE i o 0 3 0 c -.- -EXISTING SIGN - - -EXISTING RIGHT-OF-WAY LINE y / �� -. -";� �, -IXISTING UTILITY POLE - — — — — - -IXISTING 1'CONTOUR LINE °a R m 9 �'' w w 0 w— -IXISTING WATER LINE AND VALVE - — — — — - -IXISTING 5'CONTOUR LINE Z I X x o ��xyl/ �,I/ x.4 -EXISTING STORM CULVERT o ° -EXISTING FENCE 7 O x n /* �' -EXISTING AC PAVEMENT xG'� / , 0 -EXISTING MAILBOX Z �''_jx�b X� a / XSS XSS -EXISTING SANITARY SEWER N ',Lopefirdojx�°'fix ® s © -EXISTING GAS METER XW XW -EXISTING WATER LINE D O c e _ ¢ �� + -� � —�, � �y,s 3Xi -IXISTING LIGHT POLE XG XG -EXISTING GAS LINE w r - —'- �� ® e , /x of$��. ," Fl_/ ® -IXISTING COMMUNICATION PEDESTAL O _ xsu Lgxsn � -,- _ -�� i ,,$' .:.� r� XCUM XCUM -EXISTING COMMUNICATION LINE \ t- s -.S.W WAL 0U�STREEY f - - y _Lam/ 4 - w--. ✓ w x % - x-= I -. ��4g� rr,- ® -IXISTING WATER METER XUH XDH -EXISTING OVERHEAD POWER LINE • -EXISTING ®®® y `\w � -, ` ip CURL ACRES" -EXISTING GAS ELECTRICAL PEDESTAL as _EXISTING ASPHALTO PAVEMENT '�Ei t nmr ' I. `7 LOT 1 yeA {.: I BLOCK 2 — -EXISTING FIRE HYDRANT I+. 1 41 L-- -�Y- - .� -EXISTING GRAVEL d .: ® -EXISTING STORM DRAIN MH r •�•�'��r•'� �f/� ,� // I �` + I / OO -IXISTING SANITARY SEWER MH �` .!,,,0' DEED DOCUMENT / NO.2005-14991 IiII TAX LOT 3900ailla 'I II Q I 11 / r. PROPOSED SIDEWALK BY HOMEBUILDER .31ACRES - Ir' HOUSE / 0 -ELECTRICAL VAULT /h / LOT ::, 11 -.�I GRAPHIC SCALE PROPOSED SIDEWALK BY DEVELOPER g4, / •,DEED DOCUMENT 'l 4- 40 0 20 40 80 NO.2006118696 � TAX LOT 4000 ,L � - TA%LOT 4400 �� PROPOSED BLOCK RETAINING WALL .32 ACRES .I�., 1r .38 ACRES N PEET PROPOSED CONCRETE RETAINING WALL �5Ik,\ �s�o WIDE PERMANENT LOT 13 PROPOSED ROCKERY RETAINING WALL ,;�� I 'ssLnTARV SEWER EASEMENT 7� I [�i UMENT N0.95-062169 irJ tl � , - _x x1. _ .047 PROPOSED PAVEMENT LOT z 'X^I � ° /p\ � p\ !,,/ I —Q—Q— PROPOSED WATER QUALITY FENCE / i 1 jl // ,/� \\ r -0 0 PROPOSED TREE FENCE - _ - \ •7. • I PROPOSED CURB AND GUTTER ZO I/I S W BLUf}ER©N PLACE i _ 4j— �•, -- • I J - zez---- EXISTING 1'CONTOUR O LOT3 r ^ /yA� `od,// I � x x x ��// _ � - —280— EXISTING 5'CONTOUR m L i \ _ �, 282 PROPOSEDI'CONTOUR J (]I - 14'9_t / 280 PROPOSED 5'CONTOUR d LOTu LOTu ��° /'�, v�� •�`� � 1/1.....----427.4zi-m-a � _ � A�IIh��\ L PROPOSED CATCH BASIN 0 < // ^ 3, I �//�I4 Air 1��`A TI` 1 'BLUE HERON PARK" —. PROPOSED AREA DRAIN/DITCH INLET \ Z p l9 °WALNUT CROSSING' / \t'r, / -. /-'4,,, \"� z 28 3�I 'y''I 241.0 EG PROPOSED WALL ELEVATIONS Q 0 LOT4 / if \ / / / / i / F WALL EG-EXISTING GROUND 0 ~ . 49 \ / i / / FG=FUTURE GROUND ce LL I NI11 +t,:� /_/// ) I////,///////////// / s s s �` l / l (lli a�/Jll� ) N '° I LOTS —�� IJ / I /, n ��: �� I / /ti J \ / / / ifi \4' 244.5 G �� . ) l / /\//7ll / I l N N — 1,,,,, ) I )� /1, / '249 /F7 3I /'k iiD` / 246.0 TV'// / // /�t ((I ; (///l// o a z/ /1 JJ� � ,I / / T.XLOT420o / , / / ///%//� m / .2ACRE5) Ie P. / / q 251 /I / ,� a i LOT6 _ - I\ / I / J .('iImplai, 24 OTW z l i I e 941.0 EG a v i B N 'E' I I o `1 ' / TAX�0i4Lr ' *i // m w d f I i 2.92-CRES / t. .&4 / 247.0TW � m .� - \ 5 \ ' < 1/ +2 . i. 242.0 EG0, i o" o` rc a x° lL al I �/ • LOT7 / I l (.1 / A -.- i,"} - 247.0TW N x I f ) Ip / \ / $.«, / 241.7 EG - -�j� I P I �A� ( (i'' 1,4 Q LOT8 \� '�' ) / / /( '/ 246.5 TW I s N �/ v, I j t I ✓ _ (..�I 240.5 EG r. �� 1 41,4 %� i) / I J 1 �r. . 245.STW 0� _itif ; \ ..�� I/ /� A 1 / / � 2395EG-- 7./ l_ F 236.5 EG rR , L., �' - �v • J / � A s 242.5 TW 1 1 �*... 5 W.TRA'0UIL ANE.:\ Itr r.`" p, • -:1- I 'r ,/ - / /� k jp rF /,,/ . x„.., Ear ii„ . - .o......4.,i... ...-7---.r......,-.i--, -ala_,_,,___—__. i :: f 4 '''/ 7 cr,,V;'4. 2---' ' , ,r,, ._„,....., ,,,,,,„„ : .fk.'""iii , IL'. --/ -7—----vc li 1 {{ Lor9 7 / `N I '°': r''• 7// ' 7:'//gos/,", 238 0 EG K. / j` Project 1 -1„.i.,,Ips d .'. I'.�Y n I 1 I I r�.� Y / ;235.5 G�:1 __ _ RECORD DRAWINGS NOLSON WOODS ' "-� o. 264-004 46. TW n. f*�/ /// I DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED Type I 2 0 EG / 239.5 TW )( ," / // / C. 233.5 EG BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT ` ' ap' 46.5 TW 247.0 TW Sheet .jl`,`, \////~EgII IIIry(I 3.5 EG 241.0 EG 4 of 18 48"MANHOLE W/GRATE A LEGEND VINYL CLAD CHAIN LINK FENCING cC SEE STD.DETAIL Na 740 h = _ D PROPOSED EASEMENT LINE o ^ -I I I-I I I- ii/AiliffilillPROPOSED CENTERLINE z w' \ UPPER RIM _ _- _ Ir IE=241.29 -I 1 I L A 7J APPROVED PROPOSED RIGHT-OF-WAY Q m v �I I- �� EC 30'MAX I I- o p MATTING - - PROPOSED LOT UNE y o g a I LOWER RIM D J -III ➢ i.+� -- BOUNDARY LINE m N a m I- �+ SWALE BOTTOM 1 J1 PROPOSED CONCRETE RETAINING WALL IE=240.29 '� r J ¢�3�I I-III I II I GJ _�II I 2'MIN. �z'MIN.roasXL PROPOSED ROCKERY RETAINING WALL 1_9 3 _ I'MIN._- I I III-I 1'-III -III zvz "SQDARE III '� I-III- -I 0 J II- EDGE FLAT BAR. 1 1 2I 5"MINIMUM : 48" BOLT TO STRUCTURE ➢ -o-o-o-o- PROPOSED WATER QUALIN FENCECC O = 2Yz"O.C.SPACING: os'MAX. D J I I I I In ....g l T PROPOSED CURB AND GUTTER 1 RIVER ROCK 2"-3/4 W 2.5"-3"DEEP S PROPOSED STORM LINE AND MANHOLE CI ORFICE PLATE AND GUIDE -I I I I-I NOTES: ct PER CWS DETAIL#730 SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION W _ AREA 6'MINIMUM WIDTH AREA AREA OO PROPOSED SANITARY LINE AND MANHOLE Z ORFICE SIZE=2.87" - II III I.ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO THE a EC MATTING ECONOJUTE' COCONUT FIBER OR GEOJUTE PLUS" ECONOJUTE' ECONOJUTE•(So 20%) IO I- REQUIREMENTS OF A.S.T.M.C 478. °0 SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY 0 PROPOSED WATERLINE AND VALVE a SEE NOTE 45 SEE NOTE 95 DISTRICT OR CITY -III1 III-I 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY �R MAX.SLOPE 2.5:1 4:1 Fur BOTTOM 4:1 25:1 NA _ °7 PROPOSED SAWCUT UNE n 6"INLET -III=I I UU I I-III- STRENGTH OF 3300 P.S.L,AND SLUMP OF 2"TO 4". a •OR AS APPROVED `1\� IE2y5.68 It NOTES: EXISTING SIDEWALK ,• "'I I - 12"OUTLET 3.ALL JOINTS SHALL BE SEALED WITH PREFORMED GASKETS SUCH s� REFER To APPENDIX A,C.DESIGN a coxsrRucnory STANDARDS,FOR LANDSCAPING �\� "' I IE:235.18 AS KENT-SEAL NO.2,RAM-NECK,OR AN APPROVED EQUAL REGUIRENENn CMI TREE PLACEMENT.TOPSOIL AND PLANTING SPECIFICATIONS. t _III PI , CONFORMING TO FEDERAL SPECIFICATION SS-S00210. e�[q� S. JUTE UUA TIN A-TlGEOJUTE PLUSS INND"WEATHEE' A,EC000JUTc FOR ALL 0TER AREAS,OR SINE. O( _ _ < _ COCONUT FIBER IS ALSO ACCEP ur THE WATERPROPOSED SIDEWALK BY HOMEBUILDER a Z ry ' •, 6 NOWT, TRACT. L.. ��, 4.ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. PS' 5. x DWARF P E x CREEPING RLO FESCUE 2sa, - �v- 1O p CC 12"MINIMUM%-0 r: I �.�-�I.I III COLONIAL BENT GRASS sx APPLY AT A RATE OF izoi/ACRF.ER y Z�In COMPACTED FILL BASE ��_ �.�y��,, 5.PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED)MANHOLE PROPOSED SIDEWALK BY DEVELOPER :✓V(Ai)�, ��'-�� •-•� 1-" ' WALL BETWEEN PIPE BREAKOUTS AS MEASURED ON THE INSIDE I FACE OF THE MANHOLE. P/L EXISTING AC PAVEMENT j 6.BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND 4" c, m m MAXIMUM CLEAR OF PIPE WALL. SECTION A-A k'I PROPOSED AC PAVEMENT /'FREEBOARD WS I I DEPTH-4.91 I . PROPOSED DRIVEWAY STORM MANHOLE 03A 4'BLACK VINYL COATED ELEV=241.29' 4'BLACK VINYL COATED .e.eee_.e. ........... CHAIN LINK FENCE 25-1R WSE HAIN LINK FENCE P,OT TO SCALE DEPTH=3.91' 0 PROPOSED CURB INLET ELEV=240.29 3 PROPOSED AREA DRAIN OR DITCH INLET -1 11=1I F WO TREATMENT 1=I- PROPOSED MSE 250 250 '=Ill=Ill- DEPTH=0.28' = - RETAINING WALL, Z HII 0 CLASS'B'BACKFILL CLASS'B'BACKFILL 111=III=11I- ETEV=236.66' -'_I I DESIGNED BY OTHERS -11-I I IffI11 T - I- - '=III=1 1T-EL I- -m "I I I-III-- _II UNE BOTTOM OF W7FALL ~ LI AT=T=I I-- W11H MIRAFI 600X J W RAN 111I-11I=111= I1 1 OR APPROVED EQUAL CM a1IJ1=111 111-1 I I I I I I I 1- -11I-1 MIN. 1.0'TOPSOIL V -I LI I L--I I LI I- I. - OVER LEVELING PAD QUII TFA�LL PIPE Q Q z 2' 2' t V 7 LL Z O 2' 0.5 / 1:1 SLOPE Q ; O Z 1 SWALE SECTION A-A 1.5' <7 (BOTH SIDES) LLI J J m EXISTING ROAD ✓ vS 245 245 �� ZO' CLASS x&d LONG F- CLASS 50 Q 6L O CENTERLINE GRADE RIP-RAP Q rn p PROPOSED a CC O CC _I ROAD GRADE OUTFACE PROTECTION Cl- O N.I.S. Ce I \ H Z z p III a a n , p '-0 x _ v II WATER QUALITY TRACT IS SUBJECT TO A d O U ` I CLEANWATER SERVICES STORM AND SANITARY I�'1\_" . .I �_/ , .A i SEWER EASEMENT OVER ITS ENTIRETY. 8 r tii O \K. I I SD MH 028•, \�11 STORMWAIER FACILITYPLANTINGS PER '41 g 240 I 240 ;/� •�i� I `/I LANDSCAPE PLAN. p ♦ o 0 o N, _ FI�I f ?I ill' FACILITY WALL MAINTENANCEu.I' �4 , �J- - TO BE THE RESPONSIBILITY m SO oA♦O/ / �11 ,;,� OF THE CITY OF TIGARD. " o _BEGIN SWALE END SWALE L ��; / v'I 244 4TW I V a a'. ^' u " 6'mSTA 2+95.76 STA 1+92.13 -+�' / I '•.5 FG NI - v 'o w I EL=236.93 EL=236.41 \Jl 4.t.i/i4 1/ ,714A26OC I "-N CONSIRUC11ON NOTESm3 _ m�� 103.63 LF p S=0.0060 • ii l SD MH 03A 243.0 TW ^ '�., o p p S i° j.40,/ jiffII 239.5 FG / O CONSTRUCT OU7FALL PROTECTION PER DETAIL THIS SHEET. RIP-RAP /77035(1.5' �� 4„.7.,,,, .��x_� _x�-_x- � `/ � �OLITFALL / SD MH 03B ® _ IO CONSTRUCT 4.0 FOOT TALL BLACK VINYL CHAINLINK FENCE 235 - e 235 I. / , f _ Mi• 241.5 TWSANRTTE HP ADS O 303%STM S !.t� `'� 111 AND 12'GA1E PER CWS DWG 1005. 27.69 L. .12'PVC _ 78.00 79.h L.F.12"PVC Of�� / i = m. m � 241.0 EG O INSTALL 5 8 x3 4 IRRIGATIINJ METER WITH APPROVED 0-900 S M SEW S 0.027" C-900 STM SEW - I� t \ /" / S=O.O* S=0.0050 :1.. 3 BACI(FLOW PREVENTION. 0.0051 \. / '-244.5TW - I' Al © �� .o FG 3 "` LOT 12 :04'r I, ./ '� ''`� �AIL I.'I•i I "BLUE H RECORD DRAWINGS/ � 6_ _ '�'�/� O,x I I Iv I I ,• 2370 FG IDATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED O w Q I�+� /\ ``� i, 8 r I I #04A257F BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 230 0 8 0 ww¢ 230 ;4♦ I,:3 r • . // 240 5 T V t.t $Nm. , m m V O. 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D+Oa" iv D�++_iN iv f� 1 En�ri cJ�m��tn roar ��ro ro��ro� wm�m¢�� ,L• as- / 225 225 •,rc / + O 1 .GRAPHIC SCALE No. 3+00 2+00 1+00 20 0 W 20 40 264-004 SDLN-03 PLAN AND SWALE SECTION A-A TYa SOAVES me:, AS BUILT SDLN-03(PUBLIC)-PROFILE (IN FEET) Sheet BCALBI$T-211'NT-2' O°C6-mfr. 5 of 18 j ,,`-'- LEGEND / ' � PROPOSED EASEMENT LINE m ..."-- ��i `� 0. — PROPOSED CENTERLINE z u I s n o° o „O PROPOSED RIGHT-OF-WAY m ,1 w HO mF C'`�� JF'-- 9 r�® j / —N — — PROPOSED LOT UNE 3 5 g a n t HOgA271 i�/i//�••14.(i�'"ems ©,,•^ �l►` —— BOUNDARY LINE m v�i a a m I O. �10 ��i'-I. •V V["��. \—j' - PROPOSED SIDEWALK BY HOMEBUILDER Tiw ,..- , ,.__ __ ____file - �/� r r �;' < -_ 'T. n_i i� .- �I ^ PROPOSED SIDEWALK BYJ _ s _ V ..., �®/' DEVELOPER 0 _ '�y V - A1u GRAPHIC SCALE X — — - SW WAL UTSTREET _ ,,,T,,, w4..�ass T S ( I I I I [ I PROPOSED BLOCK RETAINING WALL —y a:e W_' - Y _� l— � \1 xaazssc °CURL ACRE" �� _ — — rj 6 i75 / z sim a — PROPOSED CONCRETE RETAINING WALL 0 2/4"4411- 14, as --� ,M __ u5w4A157 �I x04n268 LOT 1 (I N FEET) . / r. 11 P �_ .., a qZ, 1 0) BLOCK „oe =qo fr. PROPOSED PAVEMENT w I -I 1- - {I O I`I } }I-- PROPOSED STORM LINE&MANHOLE E fI r� 1�.:�111 .3 I alial ® PROPOSED SANITARY LINE&MANHOLE LL a `AA 1/ +III I / • PROPOSED WATERLINE&VALVE ',- n - HOUSE / ..Q� ' + r W PROPOSED 1"WATER SERVICE a 3 / Loll _: 1 I o—O—o—O— PROPOSED WATER QUALITY FENCE 1O tlp '1 . .—.—.— PROPOSED TREE FENCE `�J'��N. I �0 WIDE PERMANENT LOT13 ` • o ART SEWER EASEMENT Q 1 I ` J i MENr NO.95,362164 a � '�--T-- C1-1--�- 0��._ 1i t r CONSTRUCTION NOTES Lmz �I _ \ 51 r Norm I j ii °\.` i.% '\,—' p04A264 -- �- O TRACT'C'TO HAVE ACCESS AND STORM SEVER EASEMENT OVER IYS I� _ ENTIRETY TO BENEFIT CITY OF TIGARD. f} I ACT'B'TO HAVEA STORM AND SURFACE WATER MANGEMENT i % I ;�Mmo.L S.W.BLUE H€R�N PLAC ER _ / � � EASEMENT OVER IYS ENTIRETY TO BENEFIT CITY OF TIGARD. amyl r �� ®�_ _ 2 �f1 �.A251- _. LOTS �,4/.'y pp -• Z 6 I / H9CIA2+� • ,i'P_l� ��3S4A263 I I — I `e __—__—__— e._a__c,/,, .. �-..._... LOT 12 LOT 11 •CT 1 ,ITS •, "^� QU I "BLUEHEiONPARK H LOT9 ° 3 °°\° B��` �assoeA123•ETENTI• «peA267P : 1= "WALNUTCROSNG" ,/ f* O41�63N =w dQLfEel • 0 0 I . it o � >- v ----- -LOT INI4, :'. li • I s s S j11 '1 III' IA. es5U4A124 1.L'i ..% N I. 12 .CO 5 V �l I LOT7 I ftl►:, __ m Q m I I 3 19 1 a n z I I I Z at- °�.) i m `3 w v " S y Q LOTH I 6 �� ±_ __ O O z a S > Iv 5.1 I t — 10 '(jIv 4,1 . 11 tO , 804A252C ; 1 AV / ` �.I 1 • �� TE •I °0 ISy mem=.: �assoeAl2s 1 1 0 -S W TRANOUILLANE - t i 4:.: i °�' s I PmI ., A hl.—•°n— �8 WATERLINE 0 L% tiw�K�',:_ iy' 804A254 9 :•••e•'/ I o - __— ISO I `} $ 1 V - SWWTEIANU1L__ , ��i 8. __—__— _ iti x` A. LANE aoaAzs3c 111 I 1 p °j f LOT9 7 l:,"' a�oa033K 8 *I w40335Cgil II / -I 1 0 4,. 1 ! 1 el• z I: 1 RECORD DRAWINGS NOOSONWOODS 264-004 DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED TYR BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT Sheet 6 of 18 CL INTERSECTION 1I _% / < `, "a" LEGEND V 10+00.00 WALNUT ST= + / ' ® ifir CL h 10+00.00 TRACT .' ��/P: "/"�/� /` R.O.W. 41C R.O.W. o " PROPOSED EASEMENT LINE ✓ � „� PUE 6'-e' = PROPOSED CENTERLINE 00 1s' z5' CSITERLME CURVE DATA o r j�/ PROPOSED RIGHT-OF-WAY a j. r 0.5'CURB 0.5'CURB r i o m R. a � 1 2 I O O O PROPOSED LOT LINE g a n g - _ - 00 .t„\ \ / _ _ _ -- BOUNDARY LINE w 6 a N m AL UT STREET- ; + 14' __ 14' A - 174952" A =213316" A = 3922'45" B+eO p"f w"T 4.5 5' 5' 0.5 R - 185' R = 185.00' R = 185.00: PROPOSED SIDEWALK BY HOMEBUILDER ' ;" -- ri_ V� 'CURL ACRES" - - d a-� r a - -: •_ •,.� •� , r T =29.02 T = 35.21 T = 66.20 ? .• _- r Et, L = 5757' L = 69.60' L = 12715' 0- ` , -- _ _��-- �7 y- +, 2% 2% PROPOSED SIDEWALK BY DEVELOPER m R■u [} I LOT i. 3.57% 3.57% O J BLOCK 4.7 r E I I I I I I I I I PROPOSED BLOCK RETAINING WALL Z CONCRETE CURB �- CONCRETE CURBri c7 I I AND GUTTER AND GUTTER ti J 1-1/2"LEVEL 2 AC PROPOSED CONCRETE RETAINING WALL 0 4 12"COMPACTED SUBGRADE SOILS APPROVED / 2"LEVEL 2 AC Crrff YYYYYYrrrelt I ` 2°OF 3'a"-0"CRUSHED ROCK NATIVE OR 95%OF STANDARD PROCTOR w 1111111• I 1 .si 1 / B"OF 1-Nt°-0°CRUSHED ROCK PROPOSED PAVEMENT Z HOUSE / 'o_ IQ � o 0 0 o- PROPOSED WATER QUAUTY FENCE � � I I TYPICAL STREET -"-"-,-° �_ _,t .{ STREET'A' - PROPOSED TREE FENCE `I� 1 PQ-11+79.56 STA 10+00.00 THRU STA 11+79.56 �,`,; F PROPOSED CURB AND GUTTER 4, Ili WIDEPERMANENT L0T 13 TARN SEW ER EASEMENT E N 2 IP'• Y\ If , UMENT NO.95-062154 ff CL �'n O R.O.W. R.O.W. F- W% 1- 1 yi :: 11 VARIES 44'-50' CONSTRUCTION NOTES �� o 1° 7. I VARIES 19'-25' 25' I PUE 6'-8'/ STANDARD DRIVEWAY WITH PLANTER STRIP �` •° -I in FL °' % \° -�,0 / -1 vat„___. _ \1i, 0.5'CURB 0.5'CURB , 1 O(SEE COT DETAIL#141,SHEET 14)(TYP.) > .1_,,,, �-° O °� _./ - - 2;' i I O COMMERCIAL DRIVEWAY WITH PLANTER STRIP II -- IT� / IS PT=12+37.13 r--- VARIES: �- - 2 (SEE COT DETAIL143,SHEET 14)(TYP.) - - - -4 /1 �.: s W BLUE HEREIN PLR£ _ "- 4.5'-10.5'� 14' 14' 1 ----- _ 5' 5' 0.5' DM PC=12+62.54 ' ' ® � " "- CLINTERSECTION . _ 2% 2% 13+23.31 STREET A= 4. t;© /'� - 3.57% 3.57% CURB RETUFW DATA ti) �° 10+00.0071A6T , ,•♦ TRAr LOT 12 LOT///�� ,I P fA �� CONCRETE CURB CONCRETE CURB TOP OF CURB STREET ,, 7 �. ` %,I ":po - T O�I /, "BLUE HEfiON PARK" AND GUTTER 1-1/2"LEVEL 2 AC CURVE DATA - STATION__ AND GUTTER ELEVATION Q 2"LEVEL 2 AC 12`COMPACTED SUBGRADE SOILS APPROVED � PC 23770 3 •,,,,/ ArT' II NATIVE OR 95%OF STANDARD PROCTOR L'J LP -23Z62 1 66,14 LT V . �^ o-, 2'OF�4'-0°CRUSHED ROCK p= 0r39. .00' PRC=13+32.14 / ' �' L - J 6"OF 1-) -0°CRUSHED ROCK 72'14'28" 1/4 d -237.63 STREET A U) W W ° R- 30.00 1/2 d -237.74 ¢ Z V) OSSING" T- 21.89 3/4 4 -237.90 PT= o_ Q �Qii400 12$00 �_ w Z © TYPICAL STREET L- 37.83 Hp -gT7g6 10-F39.58,22.00'RT ¢ O J W Z - - - WALNUT sr o - - - j = �. I I STREET'A' PT -57304w H1 OWC z I a}::©:. ' Pr=10+25.00 r*•►q,> -° PT=11+37.49 PC -237.78 PC= IL ¢ ~ j 0 I / STA 11+79.56 THRU STA 12+23.88 _ _J _ m IL I 4 :17`. • I 02'35'43" 1/4 4 -237.83 237.8.3 9+6WALNUT ST RT Q C J 00 ED I 13 . I R= 20.00 1/2 d -23Z80 Q ; N < N 0 Q T= 35.81 LP -237.79 PT= _ - - - Pi=14+5924 i ' • • L= 35.81 10+50.47,14.00'RT _ J p cc I I , CL 3/4 4 -23Z82 STREET A GE 3 g a O Q __-__-__-__; �_ R.O.W. 5, R.O.W. PT -23604 03 Q ZQ Q U' I Q-II' - I 8'PUE p 8'PUE ¢ Q Z ~ 25' 25' 1 ` ® PC= z W 0 O 0 IP`fi 6= PC -248.80 15+84.64,14.00'RT V Q > Z > 12 .,•(-'y-y I ( I -0.5'CURB 0.5'CURB 1 90'08'44" 1/4 d -248.47 STREET A Q ¢ Q a O U _ 2�' R- 28.00 0 d -248.02 /�' w s -__ I L= 28.07 44.05 LP -247.81 PT= LL LU m 4 "�F w; --d 3/4d -247.81 10+42.11,14.00'RT N 0.5' 5' S' 5' S' 0.5' I R _ i - I PT -248.20 TRANQUIL LANE O m 9 % N I 9N 2500': • 1 1 \ Iv ZZ 0 A. 0 tj r=� I 2% 3� 57% 3.57% 2% p-� PC -24616 10+41.89,14.00'LT v O % I r ` �/ - 89'51'16" LP -247.55 TRANQUIL LANE W w w W w ------- •'• ! ---- CONCRETE CURB CONCRETE CURB R= 28.00 1/2 d -247.55 CC Q m m m S g • I AND GUTTER AND GUTTER L_ 43.91 3/4 4 -24Z60 PT= S a I - - (,-,pF,I 1-1/2"LEVEL 2 AC 6 ]_...'.�, 10 l "°^'rI 12" NATIVE OR 95%SUBGRADE SOILS PT -247.57 62 16+6SI T 00'RT - Y N 2`LEVEL 2 ACHP -2 E I / � I 2`OF 1"-0"CRUSHED ROCK a0„° m •a .o r4 OE ;, 4 I 8°OF 1-)/t"-0'CRUSHED ROCK o o` z x S � ,© - ` - - - - - TYPICAL STREET WET WEATHER CONSTRUCTION PAVEMENT SECTION NOTES ell 1 TY _°1`•®._, 4 I 3 °l I SW TRANQUIL LANE AND 091 &1 2 .( 9 _•H.-•'/ I 1. IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING WET WEATHER,THE SUBGRADE AND CONSTRUCTION PLAN SHALL ' --'"Aurm -- •p - © {{ 'C'INTERSECTION STREET "A' STA 12+23.88 THRU END BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER AT THE TIME OF CONSTRUCTION SO THAT CONDITION SPECIFIC ..... .� w� }- ;- 1:+26.75 STREET A= I RECOMMENDATIONS CAN BE PROVIDED. 1 ■_' 'p4, I 1d+oOoo TRANQUIL LN 41t _ �i �� ------- CL 2. THESE WET WEATHER PAVEMENT SECTION RECOMMENDATIONS ARE INTENDED FOR USE IN SITUATIONS WHERE IT IS NOT 1 I FEASIBLE TO COMPACT THE SUBGRADE SOILS TO WASHINGTON COUNTY REQUIREMENTS,DUE TO WET SUBGRADE SOIL 8 I IR.O.W. _° 27' CONDITIONS,AND/OR CONSTRUCTION DURING WET WEATHER. I • 6'PUE 3. A WET WEATHER SECTION WITH A MINIMUM SUBGRADE DEEPENING OF 6-INCHES TO ACCOMMODATE A WORKING SUBBASE 7 O oI '� �I 11 16' / i • I OF ADDITIONAL 1 1 2"-0 CRUSHED ROCK SHALL BE USED. i • r 1 0.5'CURB 0.5'CUR i I 20' 4. GEOTEXTILE FABRIC,MIRAFI 500X,OR EQUIVALENT,SHOULD BE PLACED ON SUBGRADE SOILS PRIOR TO PLACEMENT OF __-_____�_ _ _ �NU••>•.• { = I_ - - BASE ROCK. """ 'T' \ 0.5' 10 __ 10 5.0' 0.5' 5. THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE CONSULTED IN INSTANCES WHERE IT MAY BE PREFERABLE TO TREAT -N- - THE SUBGRADE WITH CEMENT INSTEAD OF OVEREXCAVATION AND AN INCREASED ROCK THICKNESS. i 41 ?% 6. IF SOFT SPOTS IN THE SUBGRADE ARE IDENTIFIED DURING ROADWAY EXCAVATION,OR DEVELOP PRIOR TO PAVING,THE 2 50% SOFT SPOTS SHOULD BE OVEREXCAVATED AND BACKFILLED WITH ADDITIONAL CRUSHED ROCK. M4"L-y,{;!4" e'.� 4,�Siwx 4�r��! • 7. DURING SUBGRADE EXCAVATION,CARE SHOULD BE TAKEN TO AVOID DISTURBING THE SUBGRADE SOILS.REMOVALS SHOULD i s #��r,�.�w `�``b� 3,�,r�' 4 //�d b°'`' BE PERFORMED USING AN EXCAVATOR WITH A SMOOTH-BLADED BUCKET.TRUCK TRAFFIC SHOULD BE UNITED UNTIL AN STANDARD CURBS STANDARD CURB ADEQUATE WORKING SURFACE HAS BEEN ESTABUSHED.IT IS RECOMMENDED THAT CRUSHED ROCK BE SPREAD USING y 1-h"LEVEL 2 AC BULLDOZER EQUIPMENT RATHER THAN DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND POTENTIAL DISTURBANCE I GRAPHIC SCALE 12"COMPACTED SUBGRADE SOILS APPROVED TO SUBGRADE SOILS. 0 20 4o e0 NATIVE OR 95%OF STANDARD PROCTOR 1-X1'LEVEL 2 AC 00 .a 2"OF Y4"-0"CRUSHED ROCK 8. CARE SHOULD BE TAKEN TO AVOID OVERCOMPACTION OF THE BASE COURSE MATERIALS,WHICH COULD CREATE PUMPING Project 8"OF 1-)"-0"CRUSHED ROCK AND UNSTABLE SUBGRADE SOIL CONDITIONS OLSON WOODS m• m m No. (IN FEET) TYPICAL PRIVATE STREET 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SPECIFICATIONS(95%MODIFIED PROCTOR),A FINISH PROOF-ROLL 264-004 ;��h=ao R. SHALL BE PERFORMED PRIOR TO PAVING. Type TRACT"C" 10. THE PROJECT GEOTECHNICAL ENGINEER SHALL BE ON-SITE DURING CONSTRUCTION TO VERIFY SUBGRADE STRENGTH AND AS BUILT } TO TAKE DENSITY TESTS ON THE ENGINEERED FILL AND BASE ROCK MATERIALS. Sheet 7 of 18 LEGEND 1,2 a PROPOSED EASEMENT LINE o W o - PROPOSED CENTERUNE i w - - PROPOSED RIGHT-OF-WAY , o 0 ,, 'v myi - - PROPOSED LOT LINE y D g= -- BOUNDARY LINE $ a n m •4 PROPOSED SIDEWALK BY HOMEBUILDER _ I Nv�s, 237.90TC I a - - E ..: A` 237.40BC 1� 237.95TC 248.80TC - �a nl - - -237.45SW - - - - 248.30BC'. CC PROPOSED SIDEWALK BY DEVELOPER =O .I 237.86 .4 3 1246.63SW- I I I I I I I I PROPOSED BLOCK RETAINING WALL Z 237.465 '� 248.73SW a Q 8 Zak - ' . / 248.52TC rj C7 F-- -° - - - --2 8 09SW .4. 248 02BC ::::::::::: INN0 . O 1.L /38.07TC I- 237.57SW -- --- 0� 247.54SW d 248.02TC .Q 0-0-0-0- PROPOSED WATER QUAUTY FENCE oil- /` 247.525W' bj�i F I 248.00TC I O 247.99TC /, 247.50SW W PROPOSED CURB AND GUTTER IS M ` 247.99SW /24g.9bSW � \\ 1 \% • %' 248.20TC 247:81TC I- Z N = / -247.70BC 247.31 BC Cl) \ Z �' " =O NI- �3y " cc -N SW TRANQUIL LANE o I I CURB RETURN DATA CURVE DATA TOP OF CURB STREET /\ /\ ELEVATION STATION GRAPHIC SCALE CLW RBI DATA GRAPHIC SCALE PC -237.70 A=O LP(7.39) -237.62 10+39.6,14.00'LT 'o o s io sa CURVE DATA TOP OF CURB STREET io o s io zo 72'14'28" 1/4 d -23763 STREET A -- ELEVATION STATION - - i 2 d -237.74 - - - R= 30.00 / (IN FEET) O PC= (INFEST) T= 21.89 3/4 d -23790 PT= inch..ft. A= PC -24880 15+8464,14,00'RT inch=,o fr. L= 37.83 HP(35.6)-237.96 10+39.58,22.00'RT PT -573.04 WALNUT ST 90'08'44' 1/4 d -24847 STREET A R = 28.00 1/2 d -248.02 = 28.07 LP(32.44)-247.81 L= 44.05 3/4 d -24781 10+42 1,14.00'RT PT -24820 TRANQUIL LANE 1I J_ Q I- Z W 0 Ii j O Z o w m CC o O I- o cc W o < CC O L7 CO ~ CC z o H U o u s ▪ N 5 8 8 LL SW TRANQUIL LANE v'T S� W A B 16TC 247.73TC CJ`� =7.91T i 7.66BC '247.23BC' 247.67TC .� m m 2 41BC 247.51SW n z S. 247.56TC. . . W. . . . ▪ �, Z $ Kra f 3 237.71SW W 247.84T� _ - 247.O6SW - - - - - u w ,n - � •238.00TC 247.84SW - 247.55TC0 - W_ - - - O o 9 ' xo S A `_ 237.50SW. • 24A05SW• •� a ` - �.`�, 247.05SC 1- �• ,` 238.01TC - / 4 & ',' 247.05SWco �,^i//� /�.•\ 237.72SW- - - ' 247.50SW m lzN. 7LS:r ®\ 247.94SW 24 �m 9 - �247.61SW • 247.60TC ©V 8�075W 237.45BC- I 247.60SW\ -,,247.71SW •247 10BC • • ® \147.81SWI. c 247.57TC M \ o 247.07BC °c' I I -1.I- I CURB RETURN DATA CURB RETURN DATA CURVE DATA TOP OF CURB STREET -N- c ELEVATION STATION CURVE DATA TOP OF CURB STREET 7\ 2 PC -237.78 PC= ELEVATION STATION GRAPHIC SCALE A= 1/4 d -23794 9+6.68,22.00'RT ® PC -24816 PC= io 0 s io 20 z 102'35'43" HP(17.90) -238.02 WALNUT ST A= 1/4 d -247.65 10+41.89,14.00'LT - - RECORD DRAWINGS R= 20.00 1/2 d -238.02 99'51'1 6" 1/20.9,)-24755 TRANQUIL LANE - - - Project T= 24.96 3/4 A -23796 PT= R 28.00 1/2 d -24755 ([N FEET) OLSON WOODS L= 35.81 10+50.47,14.00'RT T= 27.93 inch=,o fr. LP(3Q21) -23795 STREET A L= 43.91 3/4 d -247.60 PT= No. DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED PT -238.04 GRAPHIC SCALE HP(37.07)-247.62 16+6864,14.00'RT 264-004 10 10 20 PT -24757 STREET A ryce BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION - - - - - AS BUILT Sheet (IN FEET) 8 Of 18 inch= 1 LEGEND w a ii — — PROPOSED EASEMENT LINE o o PROPOSED CENTERLINE i w PROPOSED RIGHT-OF-WAY ° —N omNg PROPOSED LOT UNE 3 o re e I BOUNDARY UNE m y a a m I PROPOSED CONCRETE RETAINING WALL PROPOSED ROCKERY RETAINING WALL I z o.� a Q Q— PROPOSED WATER QUALITY FENCE O i /< T, GRAPHIC SCALE 80 .X C7 j PROPOSED CURB AND GUTTER rj U Gam! — — N PROPOSED STORM LINE AND MANHOLE W ao4A2]1in unc6 ¢ mum �. �..,_____ i�'. �i.i. (IN FEET[ O O SDMHOID a F c9,,,'.--''' s _... SD MH 01A � � *• f0_. /x ✓' �j' r0 PROPOSED SANITARY LINE AND MANHOLE O c �f� _ �, yCa - _ - 'i-roogia ��ss / ® PROPOSED WATERLINE AND VALVE a -- ■ _ _ It Xw • ySkk'�- -� PROPOSED SAWCUT LINE l 6 xso O xw 7t0n-S•W WAL. xw � - ,--xw ter,. © III A.�assoantss `19 EXISTING SIDEWALK n ��z mot - gM1ml- y3 � $cwAtb] 1 i Q pWA266 PROPOSED SIDEWALK BY HOMEBUILDER N P'•• O 10- ];I o •I PROPOSED SIDEWALK BY DEVELOPER )� I II EXISTING AC PAVEMENT �` 4 > SW WALNUT STREET(PUBLIC)/SDLN-OI(PUBLIC)-PLAN PROPOSED AC PAVEMENT PROPOSED DRIVEWAY A PROPOSED CURB INLET s PROPOSED AREA DRAIN OR DITCH INLET I-I CONSTRUCTION NOTES C CLASS'B'BACKFILL .� MILL&FILL AFTER "T" CUT PATCH J ll I" "I BACKS, MILL 2"DEPTH AND MACHINE LAY Cl HOT MIX WITH THE ASSOCIATED ROAD WORK. FINAL DETERMINATION OF MILL& VI POINT ELEV=238.01 LLI Z HIGH POINT STA=10+18.61 FILL AREA IS AT THE DISCRETION OF THE .".... J 0 PVI STA=9+27.28 CITY INSPECTOR. L.T. <n ZO 250 - PVI ELEV=238.54 250 A.D.=-5.49 O RE-STRIPE AS NECESSARY LLI O > K=41.00 I- ELm O L. 225.00'VC N Q LOW POINT ELEV=227.90 "0� F Z O <V' 245 L'°]cr�F+auo 6$'$�u ^0 0 245 = Q 0 PVI STA=7+04.96 Y 3 N M Cl Z ~ PVI ELEV=227.49 L6' I + rni J Z Z 0 A.D=5.54 EXISTING 24.WATERLINE,APPROX Q a O IE=230.90,CONTRACTOR TO 32 g a U H- STORM SEWER NOTES K=28.89 POTHOLE PRIOR TO i g g 2 J d 0 U 8 CONSTRUCTION TO VERIFY t.t N UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4" 240 - 160.00'VC m ELEVATION,CONTACT ENGINEER I_' . 1 240 PVC WITH A MINIMUM SLOPE OF 0.0200. LATERAL IF LOWER §c c CONNECTIONS TO MAIN SEWER UNE TO BE MADE W IN g g ge N ""' MANUFACTURED TEES. 5 N N o, e m a ALL 2"x 4"STORM SERVICE CONNECTION MARKERS TO BE + N O iSi -_- COLOR CODED WHITE o 0 0 1- > m EXISTING rc 235 0 m -EXIST WAFERGAS LINE�0 BACKFILL NOTE 235 PIPESUNDER PAVED SURFACES REQUIRE GRANULAR m o m qq - _ o; BACKFILL FOR PIPES OUTSIDE PAVEMENT NATIVE g a + N 41 EXISTING ROAD SERVICE BACKFILL IS PERMITTED,UNLESS OTHERWISE NOTED. 0a. To d 5" N CENTERLINE GRADE�ST / Asi- / -_ - -- THE CONTRACTOR SHALL FIELD VERIFY THE SIZE m -: Y LI $ O > LOCATION& DEPTH OF EXISTING URLITIES PRIOR TO •a m m 6 COIMMUNICATION BEY '// CNSTRUCTIN. o o` z E x° > A 230 LINE WATERLINE _ 230 -0.57% ,}_-�--- EXIST WATER m SERVICES 128.58 L.F.12•PV6 \ SANITITE HP ADS 0 3034 STM SEW `16.51 L.F.12"PVGSANITITE HP ADS S=0.0094 D'03h STM SEW 225 0��FXIRT!.TORM 0.0077 S=C.0100 225 SEWER UNE _-_______---- 213.26 L.F.12"PVG SANITITE HP ADS D 0003 STM SEW / M 5=0.01 h e 0.0308 220 /� g- g - 220 Z. 2 Q o Q 8 Q H N o° Nad lad O .. O Ja y,INN 1- ppgN I-p n2N N Y N 0 "N O N_ N p �� m �N cqy}. r4� 215 'cio my_5 - Z-o�QW�{.II Prr.Fc4 gRctio - 215 pof`JINZO O� AgAWW OWJ.tpNpL�CI$SPi` r'JUIGc` o any I rLIII-uI;;�W W OmdN 11 DO+i aa, g� -�NNNj =QO11 (V(V ,N JZO =F a IJI ZD =F Lon n' m 2.a.OOoo_wNN 2y'www 2Ota'tLlW W 200'W W g OH+ "_- IJF-+FcN<V OF+ NN Of00-,- wLn�.• u� ywm¢ mme¢�� wLna¢�_ 6+00 7+00 8+00 9+00 10+00 11+00 RECORD DRAWINGSProjectOLSON WOODS SW WALNUT biteti(PUBLIC)/SDLN-01(PUBLIC)-PROFILE No. SCALE I4f-AC'W P•4' DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 Type BASED ON RELD OBSERVATION AND SURVEYED INFORMATION AS BUILT Sheet 9 of 18 ' 1 LEGEND 1SDa0711 1 I I I # N W I1r- - - PROPOSED EASEMENT LINEI o = $$ V7 SD CI 07A2 I I /° I I - PROPOSED CENTERLINE i �, I 8 n 1 ( 6 I I I o 1 1 O, PROPOSED RIGHT-OF-WAY a o m V$ v ©� 7- 0 5 © 4 1 I '1 l j PROPOSED LOT LINE 3 0 g a'n ♦f �' E G. i♦ ,s. . . 3 1 2 I ., a SD Cl 06C2 ��I• . ® - BOUNDARY LINE $r a ,A�1 1�M1. ❖:❖:•:!iSSI.:actr�.� © SD MH 04A ° o 8 -��®ems ; , �.® >��d � ` � - Ii - � F PROPOSED CONCRETE RETAINING WALL m y 19 75 19 00 1 18+00 _ ��i1li et 16 00 ..... '�i:14411W�®g.+e i. .. •.. AI ..�. I .�S , IA•I � owm. II W -- , � I 1�� I� � PROPOSED ROCKERY RETAINING WALL ZSD1 06C I a i EEC, � s I } 3 � �� Aa SD MH 05A I AI 1 0 O- PROPOSED WATER QUALITY FENCE I r j U • ,1 0 SD LY 02A2 SD a 0601 i -�• _ �� a 40,,,,,....t, 1116 - I ❑ o PROPOSED TREE FENCE• $ © © SD MH O6A > �31��a ©_ t.7La�al a�, PROPOSED CURB AND GUTTER 0 • " SD MH 1.0 ' GG 0 W W 1vg 31 I • $ 9 10 12 I 13 O B Acca�� il, �011 PROPOSED STORM LINE AND MANHOLE 11.... • C 32 OD a., 1I+00 PROPOSEDSLINEANOLEE 1/4 I`, - ••••• I <� f``=�„ `�, Agri \� S PROPOSED WATERLINE AND VALVE y: •�!••••••••• • : C.1'° • ' �p.-'i % l� N SD GY 01A1 PROPOSED SAWCUT LINE `�iS M GRAPHIC SCALE 1 • `i 4 17_ s••••••Nt... - n 33/ ,SD MH 02A �� \ c.\. t a +o `O \ °r O. oc: _ 0 _�4•• Z u . r c \ `6"`ao� \. EXISTING SIDEWALK i N x °J I I it c✓4••rt•i••• • O I. I 1 SD MH 020 w 9 B \ \ ` 1 \ •- I g I �^y I (-•• ��I z II,,I c%^ I- \ \xz \ ; PROPOSED SIDEWALK BY HOMEBUILDER Wyd"' cc IN FEET) " h R� La,i f"°'a ka- - -f`.CIF `� - 1 r�-_ :7,i z \\ \4, `�i � �. STREET A'�(PUBLiC)/SDLN 0 02 06(PUBLIC) *4 SCALRMI'-�, PROPOSED SIDEWALK BY DEVELOPER ` 4 EXISTING AC PAVEMENT �• CLASS'B'BACKFILL CLASS'B'BACKFILL i_ 0 •I _.�'� PROPOSED AC PAVEMENT HIGH POINT ELEV=249.71 "Q• � Z HIGH POINT STA=14+93.95 J 8 W 8 PVI STA=14+68 M Q .•JO•.•• PROPOSED DRIVEWAY L7 PVI STA=17+15 t LO i PVI ELEV=250.50 N'H N 260 A..^.-=..26 VI I 260 ® PROPOSED CURB INLET PVI ELEV-246.89 � I K=38.73 Zis,. 0 A.D.=-3.94 W m 8 m I. 185.00'VC -I 2`v 8 v . PROPOSED AREA DRAIN OR DITCH INLET K=20.30 �2$1 ono z LOW POINT ELEV=240.00 a 1 O J LOW POINT STA=18+95.37 80.00'VC - Q J 0 ��.yI o ' u> u PVI STA=12+00 STORM SEWER NOTES PVI STA=18+52.40 ''" m Z N VI 255 'x �+ a ' O W PVI ELEV=242.20 255 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4- PVfELrtV=239.47 + v U w N ao n N �ri A.D.=2.19mi A.D.19.4 > . 1D 0' N W. J¢O K=31.96 PVI STA=11+12.20 PVC WITH A MINIMUM SLOPE OF 0.0200. LATERAL 0 W Z w + W iii N a PVI ELEV-241.10 CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH 0 U w MANUFACTURED TEES. L. Ii a D N 0 U ' N H Q Q 70.00'VC A.D._-3.75 LOW POINT ELEV=237.54 Z J O_ 125.00'VC - n a w U II 'g O K=20.00 LOW POINT STA=10+25.57 5 o '° N m 00 > U m II w F E PVI STA=10+39.20 ALL 2 z OD STORM SERVICE CONNECTION MARKERS TO BE J 0 j O + y 't m m PROPOSED ROAD +J O D COLOR COOED WHILE. Q Q L7 250 rn ,^_�j>,, ^O \ N N O J Q g _ 76.00'VC PVI ELEV=237.45 250 N CC m U O CENTERLINE GRADE F w Q y w ¢p _ _ _ Q rn a + A.D.=5.55 BACKFILL NOTE:a > co N w n u~i w _1 48% , ,-- - ---- \---_,\ o Z N . PIPES UNDER PAVED SURFACES REQUIRE GRANULAR \ d N O EXISTING N n K=6.13 BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE 0 In _ 2.8.. ? \/\ m W + 'q 1 1 N'^3 BACKFILL IS PERMITTED,UNLESS OTHERWISE NOTED. Q Z 0 cc O Q o N CENTERLINE 0 0 34.00'VC I O G- - - GRADE I Zi Nrr ' e U > _ �_ l y �- w o m 3$$ 7HE CONTRACTOR SHALL FIELD VIVIFY THE SIZ& I- Q O 245 •O1 w m �.'�''/ �8'\.,- m + m N m No N 245 CONSTRUCTI DEPTH OF EXISTING UTILITIE5 PRIOR TO wWi Z Z O fu O N N -N""II cc Q O N . - I __WATERLINE �_ EXISTING lu N °N Nr ems r J H i 1 _ CENTERLINE 0 U + M y �;� 6'MIN CLEARANCE _3 -- =ADE� m m�jj O w > W 7. TIN {� a O U ,� BETWEEN STORM - _ ." U ` CROSSING AND 51.24 L.F.12'PVG SANITITE HP ADS 11 - w N w> STORM LATERAL DATA --� --' WATERLINE }-� _ .- - D 003h STM SEW 242.58 L.F.12'PV6 H - i 1 �m b' 240 Q'`1--= A/ S=&8969 �_ ----b=3034 STM SANITITE HP ADS i_ -�\ a a 240 LOT D.S. DIST.FROM LENGTH INV.ELO INV.EL SLOPE DEPTH „ N T�T SS 0 OOgg _ -�_ 71.98 L.F.12"AVG. - - _ PROPOSED ROAD S NO. MH D.S.MH MAINLINE I O PLUG O PLUG 51.74 L.F.1 'PVG SANITITE HP•,- II I 0.005E - SANITITE H SEW - 1 RUNE GRADE 9o. 1 I 05A 0.0' 49.2' 240.39 241.37 0.0200 3.2 II _ 48.62 L.F.12.PVC \&_-%�--F 2 04A 41.4' 40.1' 240.34 242.10 0.0440 A6 0 A. 0 °C 0.0075 I 9- ..STM SEW yI I 3 04A 44,0' 39.0' 240.47 24282 0.0603 5.0 W a w 11 SDLN-06 SDLN-05 0.0090 4 06A 9.9' 36.8' 240.93 244.47 0.0961 5.0 m e 235 n - 235 5 06A 6AT 4A0' 241.23 245.24 0.0912 50 �. c _ I I 6 06A 164.0' 44,0' 241.44 245.30 0.0877 5.0 v .t 'o z $ +l 161.001-59-14 L.F.12"PV dr 7 06B 18.4' 46.5' 242.52 244.03 0.0578 5.0 m w u D ,; {L77 ---1 C-900 STM SEW 3 - +L_- -T 5=4,�1�0 8 06B 40.9' 26.0' 2427E 244.01 0.0487 4.7 0 o z a x° > IXISTING _ _ _ -3 9 06A 227.5' 26.0' 242.11 242.81 0.0269 5.0 230 '0 '0 O SANITARY ¢ 3 U '0 ¢ F---- - J 10 06A 18Z0' 26.0' 241.89 243.81 0.0738 5.0 m w Z SeWeH w tw t '° w b w EXISTING Z SANITARY Li w n - 230 11 06A 123.8' 26.0' 241.22 243.99 0.1066 50 12 r✓ L. 12 06A 83.5' 26.0' 241.33 244.16 0.1038 5.0 In ^2. 10 t N ' N yy SEWER a H 13 04A 21.7' 26.6' 240.30 242.41 0.0793 50 PP'''' N JJ 00 J J m J ENO J "'. J N V m O i �1 o any N O 5 Q N o O m o ('J N n p o o g N n p N IFII. NNOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE 0) NN.' 00m g&OmNO mNN ,6' a lma0 yVNmmOV1 aDOm ^�y0V�(0 r; :0 , :N I' . m t' wI\OI _mn fryfryOO '�NnI�p�Croro�ryry u��pv'�v �n -[�Uryr opy a Vry tD (� <toyDSTQ^OlTpNpO ¢ ZZnNQ�ZOo QNZ.� M �hO `$�{'+ VO)N 0°l�ll ONZr p01 Z$ }s� lZ V Vn)h JJJ �I O�Jm I.. amJJ^ 00JW II x/ pOUIJJi[1N p 00J •.N IGII ONO SC S 00IT ooJ ,-, NdJ e Q DOD Gig" D i. DD �. O Gl D DO IDO I^� m�+DY c5II II_ QpD II m0 wN QN O II IrlF mN O.. QO O O+ ^J 'O p &5 23al`-'�7 O�pNppp I/!„l5 Or�N 04J I �yS O�OZNS O�IAwCJNs g;=w ZJ - O-OINNNe)- :o APZO QQI[1JZZQ QW ZO QQOOyy ZZ Q Z Qms VIZ Q'IIZZ.� ¢QQBn't,9! °z' gm' ww 3r ¢ tp --O Z .- Z-O ¢ ^ J-Q m�+ ww w �nww f�n�nggg� www �u~� Www m�nogwww 3 m4dww m8� PUBLIC CATCHBA511VDATA etTAtviv o +�2v Ev OFR ,E2 S ISOO Nivty (9, 8i bN 0 ++itv Ev D _i,t iv Dt ++iNI,IJ aomm¢ rn �»m¢�� mrno¢ � m oo�¢ mmo¢e�� m cn�¢�� rn Ii1�¢�� m �»oe¢ TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 1.-:. 2A1 CC-30 f0+36.40 237.73 - 234.01 0.0766 20.1 LF 1585'LT 10-C-900 SO CB 2A2 CC-2 152 RT 238.12 - 232.52 0.0260 f0•C-900 STREET'A'(PUBLIC)/SDLN=o 02 06(PUBLIC)-PROFILE CONSTRUCTION NOTES SD CB 4A7 CC-2 iS+31.18 246.67 - 24311 0.1608 20 9 LF 8CALEIt f-40'Kt I'-r 14.00'RT f0"C-900 0 INSTALL COMMERCIAL DRIVEWAY PER COT DTL 143. SD CB 5A1 CC-2 12+49.80 24399 - 240.16 0.0050 98 14.E RT ,§.C-s00 OINSTALL RESIDENTIAL DRIVEWAY PER COT DTL 141,TYPICALSO CB. 601 CC-2 1+p6.2, 246.78 243.00 24291 0.0367 10.g LF z 14.00'LT12•C-s00 ORESIDENTIAL DRIVEWAY COT DTL 141.INSTALL CONTINUOUS DRIVEWAY BETWEEN LOTS PER SD AD 6C2 AAA 14.0'66 246 33. - 24373 0.0283 25.8 LF RECORD DRAWINGS DRAIN ,ADD'Lr i0 Crg00 N OLSON WOODS SD C8 7A1 CC-2 lit+ .RT 247.68 244.21 244.06 0.0596 12'0-900 No. DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 SD CBBASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 7A2 CG-2 19DO�T 247.90 - 244.78 0.0168 10-C-900 Type •REPRESENTS GUTTER ELEVATION AT CATCH BASIN RIM. AS BUILT Sheet 10 Of 18 LEGEND a PROPOSED EASEMENT LINE o W o - PROPOSED CENTERUNE i w PROPOSED RIGHT-OF-WAY , o 0 3 myi - - yC PROPOSED LOT LINE v = 3 - - BOUNDARY LINE m y a¢m 1 ` 0 PROPOSED CONCRETE RETAINING WALL „FF 5 W BLUE HEf�N PELAGE PROPOSED ROCKERY RETAINING WALL Z .,. , , c ___________, itA, AJ. o O-O-o- PROPOSED WATER QUAUTY FENCE O t Q LOTS 6I1 0- i / 's1_.-_. f B 5 2 �►�`ith a.w�w� , -•- PROPOSED TREE FENCE 10 paA26a ri 6 v 1 *04A252C �' I w f �e ��, •-p5509A125 -__-__ �i ) LOT12 LOTH PROPOSED CURB AND GUTTER • Allril I. T 1 $ t -- ��._ --------- 1 V / ♦1 .I "BLUE HERON PARK" PROPOSED STORM LINE AND MANHOLE w p01A259C ■ 1 IF/ .-� . ' .� ' :TERQUALO d '�-V�TRANQU•I LANE - y YV HTANQ"UIL LANE r 9 I .3 O PROPOSED SANITARY LINE AND MANHOLE d K4A^_SaP.` •`" °"a" _.., , :1 a .0.25 a A��'9/44'� �� O �SU CB 08A1 Jd- y. fr 1 .. NTI ,' pAO4 63[O ® PROPOSED WATERLINE AND VALVE i3+�� 3t I *I 3 _- - _ 0 _ 12$00 �_ _It �50 _ PROPOSED SAWCUT LINE ��/4I �^ gyy •i_ SD MH O6B ii, �•♦• p00A25T44 :'', M9 I t /N i � © 1 1 I po4A253C ' GRAPHIC SCALE 2 1 ��. \ 1 =c2,r `1. e 1 1 ` o 0 0 o ao ®t p04A255 ( EXISTING SIDEWALK o_ ? N _ 1 p04O33T p l SD MH 03D Z N 3 FF I 7 •�I iI U r " w LOT I:9I�.- yp040336C �1 �8 I yT O -� O .g 1' p04O335C i v / ' 13 I PROPOSED SIDEWALK BY HOMEBUILDER 44 � 6 rIN FEET tltl /� g, r • -- _�_� iv�6=av fc. / PROPOSED SIDEWALK BY DEVELOPER ¢ e () >> I > SW TRANQUIL LANE(PUBLIC)/WATERLINE-PLAN TRACT'C' (PRIVATE)/SDLN-03(PUBLIC)-PLAN EXISTING AC PAVEMENT W:A.RHr-40' SCALER r-4a _.___._............. .........._.____..... ......_..___......... PROPOSED AC PAVEMENT iiiiiiiiiiiiiiiiiiii PROPOSED DRIVEWAY W Z ® PROPOSED CURB INLET J c. . PROPOSED AREA DRAIN OR DITCH INLET W I- CLASS'S'BACKFILL CLASS'S'BACKFILL Q II6- f I PVI STA=10+69.07 '1 CONSTRUCTION NOTES _'¢ PVI ELEV=245.86 PVI STA=11+04 §t,p A.D._-4.85 m .i) y CURB END OF STREET WITH STANDARD PVI ELEV 263.14 N N I I rn 1 K=12.36 1 U CURB, SEE COT DETAIL#125. J W Z A.D.= 2.53 {{ee 60.00'VC Z O J O 285 285 255 2 g { ° 255 Q 1 N Z K=1:.80 w; o J Z LL j 0 �I 40.03 VC 1f j + o $ 0. R§ J Q 0 m LOW POINTELEV=247.51 .-'�N og m f c LOW POINT STA=10+23.28 §. . + o W � Cr H a m 0 a N N PVI STA=10+29 y y w o 00 PVI STA=12+27.59 STORM SEWER NOTES V \ Q In d 'zS m + PVI ELEV=247.14 m O $ Z z PVI ELEV=234.99 (] LC 260 ± q 260 250 0 > �, 250 Z CU Z 0 < N A.D.=11.67 _ m m + a m A.D.=-8.15 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' Q 0 v� u� K-2.59 lii Lo'v K 12.28 CONNECTIONS MINIMUM MAIN SEWER LINE TO BE MADE WIN Q 2i ~ `` y o+ . 130.O1Y VC Q U `) - 1- 100.00'VC MANUFACTURED TEES. I U Z Z O \ -1 rA N 11 \ F ALL 2"x 4'STORM SERVICE CONNECTION MARKERS TO BE j g J s H_ O 8 a v c'N PROPOSED m e N COLOR CODED WHITE V) I- O- 0 U 255 -`- .4. m O r? bS 255 245 n 7 245 + m 7 mg. I WATERLINE r` BACKFlLL NOTE: N o e=8^,o - N PIPES UNDER PAVED SURFACES REQUIRE GRANULAR gl'," uS w - N i 8 N^ i w BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE . N 5 / O 0 �1 •+o U j BACKFILL IS PERMITTED,UNLESS OTHERWISE NOTED. EXIST! G �i1 > >g F G �8S& 00 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE • A. w WATERLI E \ hi, ;__ m m y y LOCATION&CONSTRUCTION. DEPTH OF EXISTING U71L171ES PRIOR TO o o o: 250 - 250 240 `-- 240 W STgo PVI STA=13+19.24 / PROPOSED R•A` `y-', m m $ -, CENTERLINE G-•DE -----4 104.64 L.F.1 SEW A.D.=4 01 26 o SANITITE+P ADS D 3031,STM SEWI U S-0.0161 K=13.56 0.0153 PUBLIC CATCH BASIN DATA '^ m 246 245 235 A 81.00'VC 235 " w .a `o P . a P-••OSED °Ih rn TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE 8 - - > W•TERUNE n 11+20.16 12.8 LF PROPOSED ROAD + N e SD CB 8A1 CG-2 242.50 - 238.60 0.0727 CENTERLINE GRADE N N r m 1200'LT 10'C-900 �. BETN :N STORM AND vi U n WATERLINE > Zj N 240 240 230 W Ji U 230 EXISTING m m 0 CENTERLINE 1. GRADE c�. � < U N = < QO M 235 W Z 235 225 W ao I- v 225 r2 le/ v et ofm m � 0o r- � , { N 0 Opp F2F mmmNf Wm id ,_"mt $ 0N Ncv W m D ,oimNNn 2, 230 n4oa 230 220 irq4Y0pI oQN C2 220 ON We 11,5 OONJJ .aINiS mm+v U3� <+ OD );g6N O, Z1Iim N'O =H«H3ZZO a<-QmoJZZZ omm� m ... _ .mmUW WW ,mmmOOWWWWW gmoN - W� Dg'miNNN Dmm�+00¢rONNN OHm:++J¢ �N7 i 12+00 11+00 10+00 215 215 10+00 11+00 12+00 13+00 Project OLSON WOODS SW TRANQUIL LANE(PUBLIC)/WATERLINE-PROFILE TRACT'C'(PRIVATE)/SDLN-04(PUBLIC)-PROFILE RECORD DRAWINGS No264-004 7ardlRHr-40'Yr-2' BCALFI#r-40'WC-2' DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED Type AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Sheet 11 of 18 LEGEND I I I I \. , 8 ..il I I `� - ri. -11 PROPOSED EASEMENT LINE o I i I I gi. o •-� i),I ry �, I - PROPOSED CENTERLINE = w 7 § ILI 6 5 I 4 I e 14 I - - - PROPOSED RIGHT-OF-WAY < o m R,, j 3 II ' ;% f PROPOSED LOT UNE yoga'n I O ^ - I© I 2 I I I {1^I G - - BOUNDARY LINE m y a a m 1 1 [ I GG O ( 1 I 1 I 1 I PROPOSED BLOCK RETAINING WALL q 0) I Q H- 11 1 �J P I �, A�� - „�O ° E x t il_.. PROPOSED CONCRETE RETAINING WALL Z !' 4 ,',�_� • I\ �, I I II R4 it I.: PROPOSED ROCKERY RETAINING WALL 0 9+ .50 9+00 Ed -01 6+00 1 ymg =MN � I �-- -0-0-0-0- 4d ®- �r=..�-mom,-.. ®-- piI --- •• B ®� P�p M 9� C� tilkNo�' 1 ° I \ '1 �. _-, PROPOSED WATER QUALITY FENCE JPROPOSED TREE FENCE Z �lft)� ®!®�'z • !»i�4N .. ,`�' �` A2H / r - i + j PROPOSED CURB AND GUTTER w 5SS H . o $ I I ---_ °' sR \© I , &, ` pl ' i,ri'. PROPOSED STORMLINE AND MANHOLE W A4N. I $ SS MH ,gyp,41lj^ -° � - ``• � -�n.� e1 y id OO PROPOSED SANITARY LINE AND MANHOLE �� 1.- f ,pll O M ^ 8 9 o ''• m7� , ".,- ----�`I S PROPOSED WATER LINE AND VALVE � � 10 11 12I N � `\':. ® �� f1�AZ`fiA --- �� \ SAMH, ( a W :' - PROPOSED SIDEWALK BY 6......- i i ! _.. ' •"0:-O i � \ 3+1�. rr STREET A \\ ? PROPOSED SIDEWALK BY DEVELOPERER \`� M K. • ( ii _ PROPOSED PAVEMENT I I °✓ �. M I ; ° , \t Siggil PROPOSED DRIVEWAY �f' ♦ ?../ ......, 1" Q.U4ALI ,r4/4•I ri 8 6 tl P, ,; Tt*.I i ` '�°7.1 i �_ -...iN Il e 9 3 TAX LOT 4400 \: g\ \ EXISTING PAVEMENT j .00) �y "nn p IP 1 w , I S \ r ©�� STORM SEWER NOTES m G " m 5 P. S. \ Q - ' UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' F, m I \ �, D \�f 0¢ PVC MTH A MINIMUM SLOPE OF 0.0200. LATERAL R t1 c r -� - I - m \& ii CONNECTIONS TO MAIN SEWER LINE TO BE MADE 417H Aid 4.;� MANUFACTURED TEES. ALL 2'x 4'STORM SERVICE CONNECTION MARKERS TO BE 441 N A(PUBLIC) PLAN COLOR CODED WHITE. SCALE I4T-*I Z BACKFILL NOTE.' I PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE GRAPHIC SCALE BACKFILL IS PERMITTED,UNLESS OTHERWISE NOTED. e' THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION& DEPTH OF EXISTING UTILITIES PRIOR TO yI Z CONSTRUCTION. J O_ (INFEST) N Z U. j 0 Q E (D SANITARY LA7ERAL DATA a N o p ,/, o LOT D.S DIST.FROM IMAINL.NiINV EL DEPTI1 o rr I I N0. MH D.S.MH LENGTH MANL E ®PLUG SLOPE ®PLUG Z O (-91 Al 195.0 29.2 232.42 236.80 0.1500 6.00 Q a 2 Al 241.6 45.5 231.59 238.91 0.1609 6.00 Z Z z •m p 3 A2 87.5 59.1 238.35 242.82 0.0756 6.00 J ex o a S a 4 A2 148.4 44.9 238.69 243.20 0.1004 6.00 N 250 •0 +2 250 5 A3 11.8 33.5 239.11 244.00 0.1460 6.00 V) .. O U If a o w ..... - __ 6 A3 109.6 38.2 240.78 244.58 0.0995 6.00 9 9 m ; - 7 A4 89.1 3Z8 233.55 241.87 0.2201 6.00 S g, g _ "" --- 8 A4 117.4 326 233.72 240.89 0.2199 6.00 % -/ - --" 9 A4 40.5 31.6 233.41 242.70 0.2940 6.00 " -- 10 A3 119.5 31.4 240.95 242.70 0.0557 6.00 0 0 o rc 11 A3 61.6 34.2 239.79 243.40 0.1056 6.00 m 245 /' 245 12 A3 21.4 36.1 239.28 243.58 0.1191 6.00 m g w - ',/- 8'WATERLINE 13 A2 65.8 10.1 238.23 241.19 0.2931 6.00 m $ ' 12•SDLN-06 4400 Al 135.E 28.0 231.21 236.01 0.1714 6.00 $ c Bi 12'SDLN-04 NOTE: LATERAL PIPE MATERIAL SHALL MATCH THAT OF MAINLINE t3 _, 124.49 L.F. m m u t ,; 240 Sn`800171 124.4 - 240- °, n 6 A - o o` z > T 5=0.00500.0055 WA7ERL CONSTRUCTION NOTES 8'PVC D-3034 SAN SEW 8"PVC-ET:W84 -+ CONNECT TO EXIST 24"WATERLINE WITH HOT TAP,INSTALL 8" SAN SEW O GATE VALVE TO SOUTH,ST STA 9+99.21,18.67'LT(STREET A),SEE COT DETAIL 503,575. O INSTALL 8" 22.5T(STR°BEND EETA)W/RESTRAINT JOINT,ST STA 235 7 235 2 12+07.96,10.3'L . u +� J n ' INSTALL 8"-11.25°BEND W/RESTRAINT JOINT,ST STA t, a 12+78.75,1.58'RT(STREET A). M t i i O INSTALL 8"-22.5'BEND W/RESTRAINT JOINT,ST STA O ¢ _ ________ ______ T 4 13+97.54,8.00'RT(STREET A). o 230 F, - D INSTALL 8"-11.25°BEND W/RESTRAINT JOINT,ST STA p w 230 Q N vD-i O 14+59.29,8.00'RT(STREET A). N m N om, m Z$ N n N? INSTALL 8"TEE AND 3-8"GATE VALVES,ST STA 16+35.73,8.0'RT pp N W 2 e N�p-pj vp m Or 1�,N © (STREET Al,SEE COT DETAIL 503,575. m Q amci:is ¢m�8�,:,1 N a(D Ntp� nr m 10� m N rgn m M N g m (V N m II g m a m N a N m N INSTALL 2"BLOWOFF,ST STA 17+09.21,8.0'RT(STREET A),SEE N'= II m� 'N II mWNrN� mHZZW@�+N I! I ~r II O COT DETAIL 570. 225 mx�!-I�F <01II mxN�,-..�- cy x;;cll°?w3 xk)clig 225 Qw Jms Qw3fg5t- Qw a m5m awUlm II-7 NN Qw II CO INSTALL FIRE HYDRANT ASSEMBLY,ST STA 13+38.43, =u9wZO =nw�00 '94 of o =V1^$JZO?? =gwk ® 14.0'RT(STREET A),SEE COT DETAIL 542. mm w- NN ww Nmwww Na2wwww Nm�o2wwww No2ww o m+cmao m+¢maom (0+¢mmmao m+++Itmeo6)eo m+mmao REMOVEEXISTINGPHASEBREAK,CO7T ECTTOEXIST 8" H m H, l- I-m F, H a H m f l-H 5 a I-m m: I-I-a s I-7,I-H I- O WATERLINE,ST STA 11+29.44,9.7'LT(TRANQUIL AVE). X I-XNX XI-XXXO XI-XXX,OO (�QQQ mm00 (f_,l-XXm 2i5 y n 6 2i5 6S 51 �5 1i5 2. ii5 5,6 6 ii 0. 2il((6 OI i6 6 E a i6 „��i, INSTALL I" g CARV,PER COT DETAIL#590,ST STA 14+93.95,14.0' 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 10 RT(STREET A). c Project 11 INSTALL 8"x6"TEE,ST STA 13+34.64,3.16'RT(STREET A). OLSON WOODS SSLN-A(PUBLIC)-PROBE RECORD DRAWINGS 12.„ CONTRACTR TO DEFLECT STO MLNEOSDLN02 @ STA 10 39.5566E UNDERNEATH No264-004 SCALE I#f-40'141-4' Type DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 13 AFTER WATERLINE TESTING,CONNECT NEW WATER METER/ AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION SERVICE TO EXISTING HOME.EXISTING SERVICE LINE TO STAY Sheet IN SERVICE DURING CONSTRUCTON. 12a of 18 LEGEND 1,2 a PROPOSED EASEMENT LINE o W — PROPOSED CENTERLINE i w PROPOSED RIGHT-OF-WAY m 0 0 3'',5 Vq myi — — PROPOSED LOT LINE <' BOUNDARY LINE $5 m 1 ( I I I I l I ) PROPOSED BLOCK RETAINING WALL m u,a a PROPOSED CONCRETE RETAINING WALL W Z Wes\ D w ;;�, t� ��O` PROPOSED ROCKERY RETAINING WALL a0 �,m• ` �\ \ �'y oy i` 1 `9 �`r \ —o—o—o—o— PROPOSED WATER OUALIN FENCE CC / / �O p ♦ 0 —.—o---0— PROPOSED TREE FENCE ri �,�•� 't ��P1'b��yi''�I ,4Q �1' / PROPOSED CURB AND GUTTER wN` i� .t..'-. 1 ; ,,, fo `. -• PROPOSED STORMLINE AND MANHOLE CC /' 9t11N \ 1�\ •'� _. OO PROPOSED SANITARY LINE AND MANHOLE I n icy O ' A2 %W1?��I . , t � • SS CO /." SS MN loam ® PROPOSED WATER LINE AND VALVE a e �t f I\- L..`. _ PROPOSED SIDEWALK BY HOMEBUILDER ` la e l/e ,!l 14A-� .wo j•`\© PROPOSED SIDEWALK BY DEVELOPER cam,\�.� 1 N NI Iii. 0 © . Z ry t = 7 '� PROPOSED PAVEMENT ��•• •-••••--a PROPOSED DRIVEWAY /f��, F SSLN-B O-PLAN EXISTING PAVEMENT j \7 STORM SEWER NOTES UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' PVC NTH A MINIMUM SLOPE OF 0.0200. LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH 7 \ MANUFACTURED TEES ALL 2'x 4'STORM SERVICE CONNECTION MARKERS TO BE COLOR CODED WHITE BACKFlLL NOTE GRAPHIC SCALE PIPES UNDER PAYED SURFACES REQUIRE GRANULAR BACKELL FOR PIPES OUTSIDE PAVEMENT,NATIVE ao 0 20 60 e., BACXFILL IS PERMITTED,UNLESS OTHERWISE NOTED. m m m THE CONTRACTOR SHALL FIELD VERIFY THE SIZE LOCATION& DEPTH OF EXISTING UTILITIES PRIOR TO Z IN PEST) GONSTRUQ710N. J O 250 .nC6=40 h. - in Z LL j O p E CC m - N O p cno Z o a ys CO Q o 245 �I L9 N J O N d O 0 240 rrII , u J�YI P N g 12. DLN-03 J o A. o rc 235 m m w q 99.10 L.F. $ - s=oo5o 2- 0; A I'1 n 8.PVC -3034 = v f S SAN EW m B 2 u 6 ` N 230 6.5 �- o o` a z x6 > 'C.,'? O ` : G 0 a aM] m pp a mm QO'2NN m J J m:II h r 225 m m n N WAIERLIAE CONSTRUCTION NOTES mm II(q5N ap =m O 2 W z 0 II N'O i w w GI' v Z INSTALLS-11.25`BEND W/RESTRAINT JOIN,ST STA mn$amP�. m m��H m+++¢meo � +ate I 10+10.70,7.29RT(TRACT C). W y N 0))L7 W i4 0 01¢-D O 2 INS11TALL+1277,85.98'-11 RT.25°(TBENDRACT WC)RESTRAINT JOINT,ST STA 1+00 2+00 OINSTALL 2"BLOWOFF,ST STA 11+33.58,SORT(TRACT C),SEE COT DETAIL 570. SSLN-B(PUBLIC)-PROFILE SCALE kf-40'VT-4 E RECORD DRAWINGS PrOL50NWOODS No. DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION TYPe AS BUILT Sheet 12bof 18 Q GENERAL SIGNING NOTES: ,On n 1)Conbacmrshalslrppyarrd install alsgns,and BresponvMe fwsfeBngagnmcetiow arMobtalnin uflity LA.www.ma 1)pewm..OrNW.. Sw.AALA RLAwmN �, r1°"""'re` / '�� /_p o r'',, locates for stakedsgn Imams.Signs shall be located per typical sign location was slaws on plans. 1 z_derlmed NTm. APsawu,u. z.mow .in., a.dw /:.. /�. o 2)AIIsigning shall conform to the Manual on Uniform Dark Control Devices end the Counys Pemmnent R,.M,,,w Mau..,. Aw.num.awa. .e mew emew •edw I '�/q Amy/ GRAPHIC SCALE < O m g¢ SgnirgLegend. __ 1:::"...""u":"m°::::::"::::: _ _ _ _ 1 ®� j ,.,a� �-'', 40 0 z0 40 SO 0 ore g 4)Posts Aminimumoftin x2inx 10 Ifgalanized'UnaWtTelespeor 12gageperforatedpostsw M,,,,tl , urvro ,zmm.. sinew ua.m. I /... ias .. _A'_ mm -g5 i approvedequvalentshalbe used.Sgn combmadon andmimml m sign mound',he5htshalldehvminepost m. j�°�.w� d0 - ' I of N a Nlength.Signposts andanGwrssheIIbe instaledper TypicalSgn Installation Detal'.No otherype olpostv, zaa.sa.m win e wvmCIt1'OF TIGARD STANDARDS: / /'H� ® mu, amshad be used unlsspriorapproval°Ma county Traffic Ergineeris obtemed. -�,p�.smau°° °.tlo,.wsi.�. �arwm�mrwsya,em. =r�sj�P� %`�A,l*+�i� B!` I (,nNh Eqo EET c (■� 7'TALL BLANK ^ P ✓ -Lwwrnw+z mu,.m aww. imm,M,re.u.a6'UPPER CASELETTER6)Sgrung material 4"LOWER CASE LETTER `rj- z A)Mmimumn4mredecmrlylevels ehadmeetMUTCD table2A-3 SW Taylor St t ts•..I �„ NV(Sr•- /�B Mxumum shee' NDe shall beAS1M IIIPwnatic N ..,o-,'m«,wPweesrym..ryn.sa.e.m�w..�.R,n.c ys,.,.yam ,,r� O Ire T asansoe.�.a¢r.re.tlm.mse.o..,w�..4... ® --' '°-; ,_{PE 1- 0C)Ruorescentyellowyreenshzlbe used farsdwalrelatedsins SW 9Oth Ave roc.m.owm.m,wNa.pmmm.m mmam.:o.awawa+n `7 � _� _ 1�. © / V /� O Tar, ..e.1.r.wm.md,wwexew....d.AWYa.mp --.. T,a_ :-: �- -• —.." �,,/t , ��/ Z SW Taylor St � Iw'� °,°s.e•We«.(D...ae.mw.e.m�rowa.aro« AL UT STRE a cwu. • •• -" �0 rJ in PERMANENT SIGNING LEGEND y T 7 w r«aN se.we.mesi, ® —443"11 "CURL ACRES" o ORe...aft SW M) r..ewu .wor SW 9OW Ave-f eo va uwn.mfee�,. T F - c.. 1 CC Ra...Ex.a.m Slp.(N1ad(M1.03µyp. �i_ APMunAMywww � sso,m,mwvswa'rw.s Nbwm.ML o P am__- �I �I � Z LLI OW...s mq eNWigsw.svpt WI the Ir }` 0WWI New SW(N) , �� se-x Tn.Drna N.m' SW Taylor SI IlC L {n,�""•' I LOT 1 BLOCK2 W. I NOTE MOUNT SIGN AT 5.WINew Smn(N)D.N.w(.1.41..01. L.J -LI T I lu • 11 O® " a Sleave2N4215,RV, SW 901h Ave-r • . • - 1 Its III 45 DEGREE ANGLE TO Remove AM sere emm s s. y��, ecu w.ao. �A,.wm...-m�.NW iallaon Per er"m'� F ay Rome. Li4 !,: .. SIGNS r HousE / DIGBYPLAill`/ ® 2t�]u�,� c, '11 Ram......so,,m)Am(Mls®.3urpc. T' R. I / �.I A ©O �J'jVJC/ �• () ®rnme New Slpn(WA.1 Rwww.a(M)Sia0 Support RW.pa.Ex.ng3pn(road R�r /�. 4 .♦♦• i (/�1 ANYTIME Sew Ed.wg(M)apn Supper. .v. �..�. -TWIT. © C.IIII :)( . I I 41111).� N•SW Number. TYPICAL SIGN INSTALLATION ..•4� � TEE INTINSECTON I I A3'� $$ 0 WIDE PERMANENT LOT 13 Meferbb:.=PS.ual Pole SOW Breakawaylef. Nis \ ♦ 4 © 1•I�z '(p�'TARV SEWER EASEMENT 2 I I SP•SIg.wIPde SOW.'Srwl Camp d. \� TYPICAL SIGN LOCATIONS ..!‘ �y(All_. UMENT NO.96-0621fr4 /} {/^y] lw! TOW AWAY 3L•S.mA.0 Steel C.mpan Shwa')." d t ]1------ \d r 0 �„- O WASHINGTON COUNTY WASHINGTON COUNTY 1. ---- WA � ZONE TR• ANSPORTATION USE a PERMANENT SIGNING LEGEND TRANSPORTATION use a STREET NAME SIGNS 12' ENGINEERING EN a �— r i�l��l�.: , agt o I— —I PLOT .03/13/14 fiMPeKum e.5Een5E we 3/13/14 WASH.Co.. 6510 PPOTsrANP.aT/13/14 RASPsSNOt ESTEcm's 5058 3/13/14 WARS 00'e 6511 1 © CT� q,� \© --- - \y' INSTALL PER TYPICAL SIGN CAD.MIMING GD:MII.aNL { 1 — — (\1*71) ------------- 0711 tilt) I�-` __ INSTALLATION, SHT 16. �j_ /I-,��V/ E SW BLUEHEFRJNPLAC 1 r A i ' ry - :, 'C,,,. FINISHED GRADE l,fl��,� - 1 AP' ' OR SIDEWALK 7 5 MIN. { /../�,�' I - Q LOT 12 LOT Il � \ Z tfi' 16' 8' I © ' _ ER TY F ® ® ® ® ® zo.1° ir ----- �� 1 oET- TIO /� \�Y�' O HERE TO HERETO Tin. T "BLUE HE ON PARK" L z LANYTIME ANYTIME ANYTIME CORNER CORNER T 1 /,�,y , sf 0 m~ GROUND '.5 �J� > IrlEArI _. 3� , 6� L 1 3 a Te %� a� a Q co LAr z d 1 4'Qr\, J N O SEE POST OSSING" r �'� A . ---a CL NO Perking Signs:use County standard l2'x 18'with 12'xe'TOW AWAY SUPPORT DETAIL - �I� f=s.L -�_ to t] ZONE rider.When env's are used,sgm at both ends of the zone shall have — ___—__—__ / 14 d .0111 _ _ _ - LL single anwspointlgmmeal>Prero/aMmireamn with double aim aims In �' ' ma -.:l ��4ir �3 0 ,_ "-,I I .S('C'> (iA11D57 STRIPING cc between. a/� 2 WI /II/ a., ,\.ipAto",i W" "�'�l1', — .s 0 Q H WO PARKING'signs are to be 45°to roadway.45°brackets are acceptable 1. MATERIALS: - - �i17 {-1/+ /' O INSTALL BARRICADE WITH FUTURE EXTENSION SIGN PER OTT Z O O when rtaumedbabwarwthersgn. I n my� - I® OF TIGARD STREET BARRICADE DETAIL 192 THIS SHEET. H 2'X 2"%63'.12 GA.GALV.PERFORATED STEEL 4 .Y 8/),®�, 13 I 2 (� I POST. 3•aet 2 1/2'x 2 1/2'X 18',12 GA.GALT.PERFORATED ' -V: // I 1/1 O U GROUND STEEL STIFFNER POST. I I •° I O INSTALL SIDEWALK BARRICADE SPEED SPEED `Y\\ A r,,, 2 1/4'x 2 1/4'X 36'.12 GA.GALE.PERFORATED I _ , `.• �_� . a N T� T S T SPEED �' STEEL ANCHOR. I ( I I{( I . 9 9 9 -.-! 5-./ 3/8"X 3 1/2".GALVANIZED HEX HEAD BOLT WITH 11��1 'I. I : j A' L 35 L 35 L "MIT1 LOCK WASHER,OR 5/16"GALVANIZED CORNER BOLT. a m m rc 35 • 7/16'%5',GALVANIZED CARRIAGE W1H FLAT AND ®'1 fi■l- 1 I 1 12 LOCK WASHER,2 BOLTS PER RAIL PER POST 2 /111I� l,�1 °,� W CO O 2'%8'CROSSRAILS WISH REFIECTORRED RED AND I 5 �I 1 •t-,I: l 1I / I W $ w 87 S Speed Sgns:24'x30'on bcelabeeta and neghbodroodmutes iI WHITE CROSS RAILS. 0 YI■c•__—__—__—__.,' _ ,,, • z a 30'a'36'on colectorandarfedeiroads O I I / '1', , : -� a" c _ di 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DENIES I 3NC �.'\ �. a S m The word YIMI7'shal only be used on speed spss'Wdhln city O F09 STREETS AND HIGHWAYS AND THE OREGON 1 N 1 p, 4 I m w u ". m-' limns and far al school speed zones. SUPPLEMENT BARRICADES _______ail r, A 1 1 I S q S V 0 SF-1 A I ° O O tY a 2 > a 6C-8 BARRICADE DESIGN �T �I �' See MUTCD R2-1 and OR2-1 for sign details. 8C-9 BARRICADE APPLICATOR •— — — I °e, AL POST SUPPORT MIL I .. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ________ m ACCORDANCEANDSPEC H THE AS FOR STATE WA CF OREGON - ---__ 1 STANDARD 5PECFICATONS FOR HIGHWAY CONSTRUCTCN I I 6 ®II// / I ` � ' 4. BARRICADE FOR SIDEWALK IS SIMILAR. I ��,! Ff rc 10 \ ,dI •WASHINGTON COUNTY .,r•n 11ff 'To "H AaTN6xro MnousE a NO PARKING AND SPEED SIGNS ''sO McxN.A..mD..e. a0 sc..E G I [ +r�I �° 1j ENGINEERING SECTION e^„A.TRANSPORTATION ....® STREET .w.... 1 i r �� ®. f I`t® �� H----------- •° -- PLOT:sru4P:M/I/ SO ImLW EFFECTIVE DATE: WASH.cn.s `i".47r. uruuNmn BARRICADE 192 '.C'.5 ::� r_-:.\_/ 11 GD:M12a1N 3/13/14 6512 ,F w.rr,E (�� °1 1U1L1ANE I.aVV T - � .� ., II • I S ®�O PERMANENT SIGNING LEGEND 142 ;a* �� 8 ;w /T D\ f-12 1 1`12 1 t NOTICEPORIEHOL r��/F I' 4! S I O TYPE'R" TOW AWAY m ® Gomm 1 SIOm lli� • o lo 30'X 30' ZONE 1 SIDED Ra EOBB.CNBg 2-EACH w� 2-EACH PWh91CI0103NR NDIEIFOCCIRACT __—__—__�_ \ / i��/ 1-EACH SIGN O 21 SOm H SON O SON O IOW _, SGN O © . z I—24'—I___[ I—24'—I___[ I—24'—I___[ I—24'—I___L 1 Project SW WALNUT ST I. STREET"A" 1. SW TRANQUIL LN 1. TRACT"B" 1. 1RECORD DRAWINGS OLSON WOODS 2 SEED —I 2 SEED —I 2 SIDED —f (PRIVATE) - I No. 1-EACH SI(Yl O 3-EACH SON O 1-EACH SON O z SyDET SIGN O 264-004 6 g 7 1 EACH g DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED type BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT Sheet 13 of 18 Q O O m F O tf U i O Eµ m N to 3 0 5 re v =5��a © I © i1r ® 1-4-2' 20 1 -1.5' NOTES: m y 8 12' 12' 12� �{ I-�12' CENTER IN �L CENTER INTURN LANE — T 1.LOCATE STOP BARS 10'BACK OF THE EXTENDED FOG LINE, ? ci OPTIONAL TURN LANE �/� �� 6'MIN.�10'MAX. }r E \ / �1� I EDGE OF PAVEMENT,OR CURB FACE.VERIFY SIGHT DISTANCE. W , F..,_ OPTIONALf $ 1 ir_ 6.5'L x I40 6' MIN MIN 2.LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR 0 VARIES 15' OF FULLBEGII WIDTH } 4 5'BACK OF EXTENDED FOGLINE,EDGE OF PAVEMENT OR 0 BEGINNING OF FULL LANE WIDTH VARIES 1SNG OF TURN LANE I �1 6" (TYPE 35, -I C3. RB FACE OF EXISTING STRIPING IS TO BE DETERMINED rj .2Z RIGHT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mil WHITE CROSSWALK-CROSSWALK SHALL BE 120 m11 WHITE 1 IN THE FIELD.STRIPING SHALL BE REMOVED AS DIRECTED Cl 120 m11 WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL. THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL.USE ADDITIONAL THERMOPLASTIC PAVEMENT MARKING MATERIAL.SEE NOTE 2. D: BY THE ENGINEER. flj USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. NARROW RAILROAD CROSSING-LEGEND SHALL BE 12D mil WHITE THERMOPLASTICPAVEMENT MARKING MATERIAL.BEE NOTE 6. 4.ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALLBE INSTALLED AS PER SECTION 00850 OF THE OREGON OE F G H MIN.3 PLACED ON TOP 24"* STANDARD SPECIFICATIONS FOR HWY.CONSTUCTION. - O 20'- '1 I 20' O `�' y O OF CURB(�Z SPACING 5.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST p 2�i w 0 21 w / CENTER IN - I- c " CURRENT ODOT SPECIFICATION.COPIES OF THE MATERIALS 12"MIN _/� v TURN LANE �� " SPECIFICATIONS ARE AVAILABLE FROM: 2 W 2OPTIONAL m m m 6"rir-- D7 ENGINEER OF MATERIALS AND RESEARCHBEGINNINGT AHWY.MATERIALSLABORATORY} VARIES 15' �OF FULL WIDTH RAISED MEDIAN OF TURN LANE PAVMTRKER 800AIRPORTROADS.E.OYIELDSIGN84 SALEM,OR 97310 4YELLOW THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU ARROWS SHALL BEm m m1 STRIPE (503)986-3100 Z= w120 mll WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL SEE ODOTDETAIL. O STOP HERE BI-DIRECTIONAL TYPE I ✓ 6.THE ENGINEER MUST OBTAIN AUTHORIZATION FOR F m w g o Q STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING FOR PED SIGN YELLOW MARKERS(TYP.) A-A PLACEMENT OF"RAILROAD CROSSING"MARKINGS PRIOR TO - USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. OR22-25 MATERIAL,SEE NOTE 1. RAISED MEDIAN STRIPE-4'YELLOW LINE WITH 4'YELLOW BI-DIRECTIONAL TYPE I PLAN APPROVAL.AUTHORIZATION SHALL BE OBTAINED FROM TYPICAL YIELD LANE-THERMOPLASTIC INSTALLATION. REFLECTORS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. O O O THRU TRAFFIC SIDE `/" I 20' 20' '7.X FOR SCHOOL ZONE STENCILS,,USE ODOT ODETAIL STI'SCHOOL'& VARIES(4"TO 28") 1 40' 40' 'X-LNG',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC —THRU TRAFFIC SIDE 20 } �2•SPACE m \ m 10'� +I 15' t PAVEMENT MARKING MATERIAL.VERIFY LOCATIONS& _ 4" \w 8" \ STENCILS WITH COUNTY TRAFFIC ENGINEERING.WHEN BOTH �* IY—r SPACE m m i ED + Q \.9 m m m r ARE USED,SPACING IS 32 FEET. m m 4" m > 1 "MAX. ,1 THRU TRAFFIC SIDEy J 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN 20 20' 4" + �4. m } m 4"SPACE THE URBAN GROWTH BOUNDARY. - 4"-1 2'SPACE T THRU TRAFFIC SIDE 2"f 9.FOR DIAGONAL MARKERS,USE"PREMARK IN-LANE RUMBLE C CU +--11"f•-1"r BARS"BY FLINT TRADING INC.,OR EQUIVALENT. U BAS MEDIAN NOSE-MO 4'YELLOW LINES WITH BI-DIRECTIONAL YELLOW TYPE I DIAGONAL MARKERS-4"YELLOW OR TWO WAY LEFT TURN STRIPE-4"YELLOW LINES WITH 4"YELLOW BI-DIRECTIONAL C TURN LANE LINE-8"WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL TYPE REFLECTORS.IF TOTAL WIDTH BETWEEN STRIPES IS LESS THAN 16'THEN INSTALL WRITE RUMBLE BARS. 1/2"THICK E TYPE I REFLECTORS.USE ELONGATED ARROWS FOR LEFT TURN ARROWS. REFLECTORS. 1"THICK BAR _I ± ONLY ONE LINE OF REFLECTORS. CENTER BETWEEN LANE LINES. A-A X SUBSCRIPT FOR PAVEMENT MARKING. 03) Q Z O O O X © DENOTESI COLOR.(Y)YELLOW OR .Q 3 J 0 O +L5 Q p 2 10' 40' 40' I�40'�}�40'�{ACE VARIES r 40' 40' 4"SPACE * LANE MARKING DIMENSION LOCATION (/) W I- 4n m m m �� EDGE OF PAVEMENT I AT OF STRIPING UNLESS NOTED O Q O �• TJJ�� #- m co m OTHERWISE. v: p m — m m e _ 1T _ } `\ U 0 � THRU TRAFFIC SIDE �# THRU TRAFFIC SIDE } t 4"I `4"S ACE Q Z O V' 4"SPACE 4a 15' SPACING TYP. d OC O O BROKEN CENTER LINE-4"YELLOW UNE WITH 4'YELLOW BI-DIRECTIONAL TYPE I MEDIAN STRIPE-TWO 4'YELLOW LINES WITH 4"YELLOW BI-DIRECTIONAL TYPE I EDGE LINE-4'YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES-TWO 4'YELLOW LINES WITH 4"YELLOW ~ H V.) 0f REFLECTORS. REFLECTORS. BI-DIRECTIONAL TYPE I REFLECTORS. W TRAFFIC FLOW 6' 8' 6' > m w w O I ARIES • I-� 6' F o" o 0 -1 10' 30' 0' 4° o�� 4'-8"MIN 8" CL W �� --11 II--s--11_Il--s--11_r —{rI - —}rH- i ai 0 t mom p m -CL �lrf �l�'ff �l2'� 25° T — - 40• W W 6 W a ° Y__15'_ a w 8 8 O . a'' 3 ° B TRAFFIC FLOW BIKE LANE LINE-8"WHITE UNE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITE OR YELLOW LINE.WIDTH m m w u A ,. BIKE LANE DOTTED LINE-8'WHITE LINE. AND COLOR SAME AS LINE BEING EXTENDED.SHALL BE 120 mil THERMOPLASTIC BICYCLE LANE MARKING-SHALL BE 90 mll WHITE PREFORMED HIGH SKID o CI PeX6 >a A. LANE UNE-4"WHITE UNE WITH 4"WHITE MONO-DIRECTIONAL TYPE I REFLECTORS. THERMOPLASTIC PAVEMENT MARKING MATERIAL. PAVEMENT MARKING MATERIALS. 4.8 & til -3 FT.MIN.TO 5 FT.MAX. © w O\ (ADJUST SPACING TO inVARIES HI MISS WHEELTRACKS) VARIES/ 0 O 'I �241N l �-"� <v_ 5' O ' 0 g 1 w MIN O-y 0 I (.DW�Z }�' }} /7I 2'MIN =LY a,-IN B""l / Q a Z C7 { Y 8•] I i o,w 10 FT.(6 FT MIN.)J - 40' -I U STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE HIGH SKID BIKE LANE LINES-ONE 8"WHITE LINE&ONE 4'WHITE LINE WITH A ei THERMOPLASTIC PAVEMENT MARKING MATERIAL. 8'WHITE 45°DIAGONAL LINE AT 40'INTERVALS. r OF J d RECORD DRAWINGS OLSONProje WOODS No. DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION TYOe AS BUILT sheet 14 Of 18 Q O O m STOP SIGN LOCATION u (INSTALL 4"PVC SLEEVE UNTIL CROSSWALK T o m 0¢ CURB JOINT i DRAINAGE BLOCKOUi PERMANENT SIGN INSTALLATION) STRIPING 3 o z a N4 SEE STD 3"I.D.SCHEDULE 40 � _ DETAIL NO.146 - DWV(ABS OR PVC) / \ PC/PT .„0. ..._ o 5 MIN. SEE NOTE 5 ROW I" 6" 1 1'BATTER PIPE W/COUPLING m g -2z 1 / SI06:WALK a. R ROAD I"6 f'R / CURBSIDEp. ' 121:*:_,.:LL. , - - 6" .• „ , 1/2" 141/* W . ROAD K ...)f • -II I1111'�'R T 3/+'R 6•� EDGE .• f. _. ,. `T I/ N *A. z L // 2 OF 3 4"-0'BASEROCK T _ ..MAX. d. O COMPACTED SUBCRAOE J __ - DRAINAGE BLOCICDUT a•: TRUNCATED DOME r 3 I.D.SCHEDULE 40 BASE COURSE) 6" -_-_ I�CNN(ABS OR PVC) DETAIL Q z - PIPE VI/COUPLING - 24" Al rn SIDEWALK ADJACENT TO CURB ��j� 6' COMPACTED SUBGRADE �) tl 99 `\) aP� Ir o• o - D ® ® m I 6.1 e.,t EXPANSIC'. w PLANTER 5 MIN HI A0 O O 0 .•e ® ® C ES JOINT(TYI', 1 ZO 2R 6 ■q O O 00 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. ) A) a a 9 aIE PC/PT ROAD /•• L ` II�Il�llall�" ` O q 2. EXPANSION JOINTS: ,A_,, O In2 �.;, ` J -II II Q A. TO BE PROVIDED: 3 p2�� O�W . I�9" I)AT EACH POINT OF TANGENCY OF THE CURB. `� o Ee o IY U Q 2 OF 3/4"_O" 2)AT EACH COLD JOINT. RAMP TEXTURE ¢ �' W W UI BASEROCK COMPACTED SUBGRADE 3)AT EACH SIDE OF INLET STRUCTURES. 2 W 4 V 2 W I O COMPACTED SUBCRADE 1 PATTERN DETAIL PLAN VIEW 2 W U ICI e ti NOTES: 4)AT EACH ENO OF DRIVEWAYS. U d W J m 2 ti U 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET y U UI Vi W W W ltirl W SIDEWALK AWAY FROM CURB EXPANSION ANTS: L Q o ?°•z o B. MATERIAL TO BE PRE-MOLDED.ASPHALT IMPREGNATED,NON EXTRUDING, ti 2 V W 1. A. i0 BE PROVIDED: 'UWa WoIn rl0. 1. CONCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS. 1)AT EACH POINT CF TANGENCY OF THE CURB. WITH A THICKNESS CF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION of CONCRETE. 4' ,I 4' .-6• Luo W ,ti W, 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2)AT EACH COLD JOINT. 3. CONTRACTION JOINTS W W.I rr ,R U 3)AT EACH SIDE OF INLET STRUCTURES. A. SPACING TO BE NOT MORE THAN 15 FEET, 2A- FLUSH a W W Q 4)AT EACH END OF DRIVEWAYS. 12.1` I 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2'PREMOLOED ASPHALT EO IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET- B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. _ _ - PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 4_ BASE ROCK 2"-0"OR 3/4"-0",95X COMPACTION. BASE ROCK SHALL BE TO 7SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4"IN DEPTH,WHICHEVER IS GREATER- $ C �o WITH A MINUMUM THICKNESS OF 1/2'AND SHALL COVER ENTIRE CROSS 4"P.G. CONCRETE I °�Ooo o° °j 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT TIE SAME TIME AS THE CURB, SECTOR OF CONCRETE. DRAINAGE BLOCKOUT-3"DIAMETER PIPE o 30.0.:°l THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.1/2"RADIUS. '' 2"3/4"-0"AGG.BASEROCK 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3"I.D.PIPE WITH COUPLING. 4. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 'NTH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB .l,ECRON A-A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 OATS. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURPLACES A E TO FULL DEPTH OF CURB. 1140 CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN.OF 2 FEET AND A MAXIMUM OF 3.0'FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX.OF 3 FEET FROM PROPERTY LINES(SEE NOTE 5 STD DETAIL NO.126 EDGED ON 4 SIDES. OVER PIPE. 6. FOR SUBDIVISIONS AN"S'FOR SANITARY AND A"D"FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. 6. FOR SUBDIVISIONS AN"5"FOR SANITARY AND A'D"FOR STORM DRAIN SHALL BE STAMPED ON THE TOP CF THE CURB ABOVE THE LATERAL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES COI ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FlNISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLrirOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO.146 air nova, "'"°'��' MO SCALE or nA�"" NO SCALE [-Eyre wD ®� NO SCALE Y CHAEL A STONE.P.E. YICHIfL A STONE,P.E. wr. MICHAEL A STONE,Pi, wrrm MCNIfL A STONE.Pt. LI ■' OM,,a, CONCRETEll �,Y® STANDARD PY�.No ■ Ao, „.,e® ON, c „� WHEELCHAIR RAMP OM MO. �_ SIDEWALK wua PAW a JIMMY 3nr, CURB :n 3. CURB R GUTTER vum mecmRin �,,,,:� STANDARD CORNER Q r �ra� AaR 120 rr � 125 PIMAM� 126i P 128 O As required in 00 Off typical sections fl > C7 Street_ Street of construction m EXISTING DRIVEWAY- EXISTING DRIVEWAY- II.� Area plans Q CC v O MATCH WIDTH M GRADE MATCH WIDTH&GRADE _ I 1' T-cut (see C R/W UNE + R/W LANE , / g /� A A , /� Surfacing note 1) I 0 cc VARIES SEE NOTE 3 B" SEE NOTE 3 �j,�--r� P O a __ �� _ To soil or as I LL O C7 ��,Y - it ralr f • directedL9 SEE In 4. •� ��{�_� 4•E_ , ,-- •{r Base Material z 5•�MIN J2% SIDEWALK S WIN 12%�--r--rSIDEWALK �:��'e��':I � 1,8110 I ,v y-_ } il . D� i �l SEE �l SEE T I -c n 11 u U O U LANDSCAPE NOTE 3 LANDSCAPE LANDSCAPE NOTE 3 LANDSCAPE �aI MF ,. •I , ` n I O STRIP SEE NOTE 2 STRIP STRIP SEE NOTE 2 STRIP AP IoEP•jRi� �•�d. i I N 0 �, "o b' S' ` L U c H I I H I I AI•..�-�,4,��/�� W In o= E % N N A-1 Al I u v- E I €� aoa 30'MAX I 30'MAX I v� ff rc 10'MIN 10'MIN c- v adl v 5 LL ,,, w 6' L a 6'J 6' 6' MONUMENT CASE & COVER � � " PLAN" R� y f BALL Rp y . N o12_ N y m m 33/4" PROJECTED TOP 10 q,. 3 4 PROJECTED TOP D Ka& O a�V Or c = i ' $OF CURB 2%MAX / �OF CURB 2X MA% I a 4 m w STREET SI' IIF71 I �2 STREET ::: R 1. MONUALLOY SUTABXESOR BE CAST IRON OR n bedding below H outside Of MIN MI o` z" a x° >" �' �. O Fj' LOADING/1036EOR 1033A SVPPLED BY: rr< rraa a_rtn II- 44 I wq� pipe bell 3/a" - 0" 6" 6" o,oa. ,41 u-1 ~ a o o- _ ~ EAST JORDAN IRON WORKS,INC. crushed aggregate N'= rb' °ooa�oo°'' ',,,- may, °o°0��0°4' SEE NOTE N0. 4 (PART NUMBER 3680) P o°.o 0 0 =11,II`=,1�1 1'1 1 i_I f1 I, oo.o a o., , i I I_I I• I' 13127 STATE AVE is� • , MARYSVILLE WA 98271 2"OF AGGREGATE 2"OF AGGREGATE (360)651-6144 2' Min Trench ''WVI.,t`!�\\IAj`\��j`re 4FCTIQN A-A (3/4"-0") COMPACTED SVC:TIoN A-A. (3/4"-0') COMPACTED SALES REP: (503)367-7925 foundation 1i ' .?`i 4 2. ALTERNATIVE TYPES MUST BE APPROVED stabilization NOTES: NOTES BY THE CITY ENGINEERING DEPARTMENT. if required 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM CF 3000 PSI AFTER 28 DAYS. 1, CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. 4. MONUMENT TO BE NO DEEPER THAN 6"BELOW NOTE FINISH GRADE. 1'T-CUT FOR PIPE ONLY PROJECTS, 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED - ANTS TO BE TACK AND SANDED. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. '..,WCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION, 4. DEFORMED#3 REBAR AT 12"EACH WAY.PLACE 3'CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) cm rn noon• ''�°pm NV SCALE crt"rre XUOJO �"101FP Ai NO SCALE rr[5 t4.ORn N'"°'m PH RE SCALE "^°' '' ;'L[ ryz;wr- MICXAEL I.STONE P.E. .yLr MICHAEL A STONE P.E. rl T- MICHAEL A STONE P.E. YICIYEL A SNXE P,E. STANDARDFM DRIVEWAY NO • ,��„� COMMERCIAL p.R Ya • Q.�.�Y° On,,� MONUMENT Mn .e� TRENcH rir Fvoill x1114•HHALLAa.rm an a.m ■ r°OW Pnr aerw,a"D.m,.wr ■ r..ww:w�°^•�°"iwnT6r;°.w ■ A. P unurou w/LANDSCAPE STRIPS 1 4 icil P anyAPPIRAord�T DRIVEWAY 143 F 1Ku ro„ BOX 170 Eu ��, BACKFILL i80 0 Project RECORD DRAWINGS NOLSON WOODS 264-004 DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED TY14 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION AS BUILT AIM 15 of 18 Q O m U i O m"�iT OUTSIDE OF WITHIN T-O' e'-0"PUE 3 0.re p' PAVEMENT PAVEMENT C`5 EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING 5 6 0 n m FINISH GRADE 18•CAST IRON 910 SIDEWALK U y 7_ BIVALVE BOX TOP �_� q .-._.w�i T N/�/\\/�/O.\ \�\ (j 18"CAST IRON 910 BOX ITTTTTTTTTTTTTTTTTTT� c2,G`\4�G4;8•• / d PROVIDE 24'BY 30"MIN SERVICE LINE DEPTH \ 12 20 ROTOCAST METER BOX, � 4'THICK CONCRETE 4 i/ A W/12 20 COVER W B PAD(SEE NOTE 4) f REAR HOLE OR EQUAL CC 73a.ee O.e" °0 0= Ve v0.o" /s HAND TAMP BACKFILL 16 Z 14 de A8 a dAO�cp"oa c AGGREGATE BASEROCK AROUND TOP SECTION r 6"MIN SIDEWALK ADJACENT TO CURB ri cD aa890eo0o/ Al* ea0o 1. 112"MAX. W 'I I-III- -1 �- �I! 2'S0.OPER.NUT 1'SCH.BO STEEL PIPE SHAFT L] - COMPACTED SUBGRAOEOR 1'SOLO STEEL ROD O •1"T_ I ��I 6'-0"PUE 8"ASTM 3034 PVC I 1/B'MINIMUM II-6" W I�I CLEARANCE MAXIMUMCE .Y Z LOCAL STREETS 6'MAX I CLEARANCE : _ Z®�A7..'/a•dI�\.9 l cA44/ AC-6" CLASS'C'ASPHALTIC CONCRETE. OPERATING NUT EXTENSION III I \/\\\ \ �� - slR�l AB-4" (1-1/2"-(')AGGREGATE BASEROCK I (SEE DETAIL NO.505) "� o 2 OR .I ROCK GUARD 1f4'STL.PLATE 30"MIN SERVICE LINE DEPTH W WO O W AC-8'CLASS"C"ASPHALTIC CONCRETE . TO BE 5 3 4'DIAMETER ti,r W LC ti f 12'x2O"ROTOCAST METER BOA, Q W>-W W W/HOLE IN CENTER E W/12'XOL COVER W/TOUCH 2 W 2 ACCOMODATE MOVEMENT READ HOLE OR EQUAL ''K U R 2'¢21- MAJOR COLLECTOR STREETS: I I I I OF SHAFT J W W W�' SUPPORT COLLAR WELDED Q ti 2 ti ti II,Q"s 2,/2•x 2 1/2'x 3/e'LONG TO SHAFT SIDEWALK WITH PLANTER STRIP AT CURB AC-9" CLASS'C"ASPHALTIC CONCRETE. STEEL FLAT BAR w I"c4•, W AB- 4"(1-1/2"-0")AGGREGATE BASEROCK III' 'III W O II II �WmR� Oec ASTM 3034 PVC PIPE NOTES: CUSTOMER SIDE FE 0_L-I>,6 2 W ti O Q ��2�� 3'x 3"x 3/B"x 2'LONG �NRVEYOR TO INSTALL TEMPORARY HUB o1 m W 1.7.1rC.l.F�eie. \ STEEL SQUARE TUBE AND GUARD STAKE AT LOT UNE FOR - METER INSTALLATION. 1 V :,=='. 1)VALVE BOX NOT TO REST 2.BOXES SET IN CONCRETE SHALL BE g 1p NEXT SIZE LARGER. rF SEE PLUMBING CODE ON OPERATING ASSEMBLY. � � 3.CENTER OF METER BOX TO BE OFFSET ; ��i FOR DEPTH OF 2)OPERATOR EXTENSION 11,-. 1'FROM PROPERTY LINE. ' COVER REQUIRED WHEN VALVE NUT A.BANKED METERS WITH SHARED SERVICE •_ IS DEEPER THAN 3 FEET 24' LINE TRENCH SHALL HAVE 18'MINIMUM T I•. NO1ES FROM FINISHED GRADE. 0 DISTANCE BETWEEN TAP INSTALLATIONS. 4"MIN J `" 3)CENTER VALVE BOX ON 5.IF WATER METER IS LOCATED IN A 3/4"-0• METER I. ..DINTS TO BE TACK AND SANDED WITH BTUMINUB ASPHALT EMULSION_ SIDEWALK AREA THE BOX SIZE WILL BE ROCk ANGLE BALL METER VALVE �� AXIS CF OPER.NUT. 17"X36•X12'ROTOCAST. IF TWO METERS MUELLER B24258 2. ASPHALT PLACED IN MAX•3"LIFTS EACH COMPACTED TO 92X MIN, ARE BANKED IN SIDEWALK AREA THEN 5 8"X 3 4'X 1"OR EQUAL 4)PROVIDE 24"SQUARE BY 4"THICK 1) EXTEND 2"NUT TO WITHIN 18'OF FINISH GRADE / / CONCRETE PAD AROUND VALVE ------------24• I WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM DISTANCE BETWEEN ANGLE STOPS WILL BOX OUTSIDE OF PAVED AREAS FINISHED GRADE BE 24". - AE SOFT COPPER TUBING SEAMLESS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD rrtt rn.,,,,, : ANNAN"' r SCAEEcrrro r:oun "'m'm•" cm-o�nesAO "'"'''m°' ND seAEemroen°nao ""�'®"` ND sceEEJ_n 1 MICHAEL A.Done F.E. me ODPE s.xxLX.F.E. TYPICAL GATE sxe0000 s�@x.EX.r.E. OPERATING NUTDAe.No. erc 'p66O` xsxe000��®xnrE.v.c, 3/4» VIDwa Ho. Qrp. PAVEMENTDIG-OUTMP. _.>c , .P :`r yF3AND REPAIR 82 F Vill"11 um,*�.� :� oM rcmN VALVE 503 •' x IRAs a uwm�ai, EXTENSION 505 • Viva TT Amu ALA. JAN m'2011 - WATER SERVICE 520 y~jCI z VI Z 1e 0 UJ�2 O-•� 18"CAST IRON 910 BOXES - I SIDEWALK ADJACENT TO CURB O Q CO0 II FINISHE:::::E 7• BR4'Max. 18" 3"MIN FLANGE SIDEWALK VALVE BOX18"CAST RON TOP910 ��i� _ O 12"MIN O QMIN 6 MAX lll� ,\ •��% �� 4 T��P, 00 © O B Ax 0 �_j ��r///lj!/ iF2FA>®xd;:i GAE2"BRASS PLUG 1 _ ~\�\/,\!r�\ \\\\/�, i��.:'L'','_�:'_% (SEEDE . 503 HAND TIGHT / \//\/\/\!//\!\\/!J/\\/\/\\!\\!/�!\\/�� J, O O 1 1 2 •\V 4"DRAIN RO // - - - ) 2'ADAPTER COPPER ✓/q////✓!Q ////////� /✓ ta� / 00//\//`/,\j\//\\//\j✓//. % SWEAT TO FlPT /\/�/\\/%�!\/�/\/\/\\/\I\iO%l t 1- } TAR PAPER(MOISTU•✓ j\/vii A �' 1-11p. r0%OHO%/\�\%/•�?\\�Q�\\�\\�O%O�/!" ��Y�I O,/ U O U 6"DUCTILE IRON PIPE / 2'COPPER TUBING BINC //Qr/\//Q�Q//O//Qj/\j/O//O//\�•0,//S( ligkl RESTRAIN ALL JOINTS W •• (TYPICAL) \\j\�j�i�'\/�/�/�/\i�jb� \' EQUALIII' g:; \.\..\\\\\! "FIELD LOU OR GASKETS �� /\i \�'�/� // paiiiiiiigiIMPli \ �I'I III '\ I TTTT�ILI to • D' �ayin�/ ! N II /\/'� \\ I ��/''\ 0 _ F:!- r�V e• e e e% SLIP 6. v /\/ • • r \ ti r • 2" ELL COPPER S\\ 6'MEGALUG RETAINER J \\\ ` .g • • • E ;; ;; GLAND(EBAA IRON) ?� /i`/�..'4��Z�\.v/ pip :A /� O MAX CONCRETE PIER 6"GATE VALVE I '' Q ./// m BLOCK FLG.x.M.J. 2"WET T ADAPTERIPOPPER 0 0 o o rc 1 g M.J.x 6"FLG.TEE , TYPICAL: CONCRETE PIER BLOCK m SIDEWALK WITH PLANTER _2.0' MECHANICAL FIELD RESTRAINT l l' REQUIRED 2"TAPPED - © a �, .8 z STRIP AT CURB ®II- TYTON JOINT PLUG OR ;; lial M.J.CAP WITH MEGALUG 0 v �• 'O z $ e SIDEWALK RETAINER GLAND PLACEMENT OF FIRE c w D -" 3 MIN,BREAK FLANGE THREADED BRASS PIPING i MAY BE USED IN PLACE OF HYDRANTS OVERRIDE I (:!!!!11 .m m ,e M •\,TfinIFSES f /'// MAX I COPPER TUBING PLACEMENT OF VALVES. rxumei MOTE_ o o z e xa > A /�/,,,,,,.,.-„,,,,,„,,:-.,:-.„.,,,,,,,,...1/ ,O//•\q„ , _ _ - • •-,_ PERMANENT FIRE HYDRANTS MUST 1. FOR USE ON 12"AND SMALLER DIAMETER WATER MAINS. O • /\89 (\//-rctf.:. BE PLACED AT TANGENT .G ....•::'%':'%'!�'�I'%W OF THE CURB ARC. �• TYPICAL PLACEMENT OF VALVES. 1. HYDRANTS TO BE MUELLER CENTURION,A-423,(OR APPID EQUAL)6"MJ,5 1/4" STREET PLUG OR PLACE VALVES AT THE TANGENT MVO 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING `EDGE OF PAVEMENT OF THE CURB ARC.7'IN FRONT A. OIL RESERVOIR PHASE BREAK / MAX.500' OF FACE OF CURB AND/OR TO' IOW= B. BRONZE ACTUATION NUT MJ GATE VALVE BETWEEN VALVES FROM CENTER LINE OF ROAD A. 1"TANK VENT WITH BOA VENT CAP C. BRONZE SEAT RING AND VALVE BOX eV B. 1"GALVANIZED VENT PIPE D. WEATHER SHIELD CAP COMPLETE 1-D C. POLYETHYLENE MALE COUPLING 1"I.P.X r BARB INSERT E. SAFETY SLEEVE COUPLING REQUIRED . I D. r THICK WALL POLYETHYLENE('FUNNY"PIPE) F. THREADED NOZZLES WITH'0'RINGS . .... `I s.. , ISM. E. 1"COMBINATION AIR VALVE.ARI MODEL D-040-C G. NATIONAL STANDARD THREADS ' F. 1"X 6"BRASS NIPPLE 2. SAFETY CHAINS TO BE REMOVED. 'h-' ' • 1.VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA - G. 1'INLINE BALL VALVE 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED \p ' \♦ ate\:- ^a1 <' 2.VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION H. 37 STYLE METER BOX.LOCATION SIMILAR TO WATER METERS IN DETAILS%-%. , BY DISTRICT FIRE MAR 3.VALVE BOXES CONSIST OF 6'ASTM 3034 PVC RISER I. 1"GALVANIZED TEE I4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. UNDISTURBED EARTH AND 18'CAST IRON 910 COVER J. 1"BRASS 90'ELL 5. NO OBSTRUCTIONS WITHIN 3'0"RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED.PROTECTIVE POST TO BE PROVIDED. MECHANICAL FIELD 4.MAXIMUM SPACING FOR VALVES IS 500 FEET K. 1"BRASS COUPLING 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED RESTRAINT REQUIRED 5.ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS L. 1"DOMESTIC COPPER SOFT K-TYPE SLOPED AT 1%MINIMUM UP FROM MAIN. BY ENGINEER. M. 1"OFF CORP.90'ELL 6.GATE VALVES ARE REQUIRED FOR 8'AND SMALLER PIPE. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. N. 1"CORP.STOP(600 STYLE) 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) 0 IN THEFID DETERMINE. 7.BUTTERFLY VALVES ARE REQUIRED FOR 12"AND LARGER PIPE. ON THE 4 'RA PORT. Tualatin Valley Water District 1"COMBINATION DATE 6H„20,2 crrronncnw """0`�'" ND SCAT[ TEMPORARY DE.S....PDB wm FA PE. - . a, MO SCALE ,•••�•m••: DETAIL FIRE HYDRANT oM0 ND m nua0 ,E _ NE S. �� ate. AIR AND VACUUM epp WO116 ,.,,,.,N20 • r.� 1Ke000arK sry pyKYLE. _ a,.ao® P.E._ TYPICAL VALVE i„, A. ADADE o:MB( n :re,.'" Auousrmis ASSEMBLY 542 F ..xr.n..�, LMe 2 STANDARD DM1.rw. • x,X 1830SW-1511 e.Beave,togOR970069CPLENDNE 601 10:TIAx,H .(~,,Axs� �n w eccoNeRs, .uNwRrm11 BLOWOFF 570 DJANUBA101, AND HYDRANT LOCATION 575 (so3TB4zastt •A•.•..1.•.a.ro VALVE III Project OLSON WOODS RECORD DRAWINGS No264-004 DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED TYPE AS BUILT BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION Shed 16 of 18 Q O m O 80 0 E „1 3 0��v NOTES: If"CONICAL ^' a m OVERIN LLOCATEmOF µi LEAST 1� PRE()SANITARY Ads RENWIHo�LE STEPSUS 10000.1111 . . - Mio-4a A () 1- rlik r MOM _ _ v EMBEDDED MUST BE TIGHT A. A MANHOLE a 412)1 _ sqn(MIXINGIN OFNUN UNMATCHED BE OF THE SANE DES.. STEPS I AND .FUT FACE IEIIERWIG ♦ ♦ 1 t IS PERMITTED). ( FLUSH) CE /� ,_,/B• 1�1 d 4• • • MAteMw zY FAWN ® -®pT FRAME AND cC°w"mm°ft �I � ,`.. �a sa/4"�. 100 111� 1�1��11�1^ •� 0 xD N0 110-SA/ST ♦ 4'Csm FR 111 / 11 O DPD CXnND 1uuuuul 1 1 / 1 w_3/4• 1�� 1 111'AII , isD11111 w ®�E2ED OR NO.'°Ix NON-SHRINK ��14.0 : :II::A o NOTES FRE- SHALL coNIVRM ro2.ALL POURED IN PLACE CONCRETE SHALL HMS A 26 Y E 8� Harimnwlri w11:aiGa s) /l .... Il :4:.I 0 ,r CO OPEN 1 1� \ �� — i1 ` ) PICKHOLE \ 'a A' COPOLYMER POLYPROPYLENE PLASTIC -AN•VI OD)3/4" ° 2 SUCH AS KENT-SEAL NO.2,RAM-NECK.OR AN APPROVED �l 38 CONE 'G .1i 1111111�w SANITARY HOLES As SHOWN ° LL o EQUAL CONFORMING TC FEDERAL SPECIFICATON j - PLAN VIEW COVER BACK In W Q'° Q W TEP s z,,,,mine T. r 1/r GRADE BC REINFORCEMENT .4 I 24-3/4-MANHOLE ANO CHANNEL DETAIL. ti¢ W 2 W ti 0 PPE CONNECTORS OF FOUR OR MORE MAINLINES REQUIRE A MANHOLE CONNECTOR Rl Sm ADRADR w0S0G xD, �tr CO—.- 24 3/4"DIM. ZO 4 m 2 Q O'� 7. PROVIDE A MINIMUM OF B.OF INTACT cRDsTABED))uL. MANHOLE SECTION - _ `� t J ,,,,in L,w w�"w vABAaE 1•-•') FM `'T W Q ti II°Q o A.BREAKOUT OF WALL FOR PIPE SHALL BE z MINIMUM AN Nl sIEP 1 'g 1/4" 7/8" ti Z°IJ W ON THE 4.LIAMMUN CLEAR OF PPE WALL IMANHOLE N BETMEN SIDE I IE-B-s/e• T-?� J w ' w o W a SANITARYFOR NSEO-DON AN 48.FOR SPORN AND OFT 9.THIS DETAIL LIMITED TO MAXIMUM.TERIOR DROP OF 2> $ 1l 8•MIHWMM 1 I I"x 25 I I H , °FP;. m j ° L CONNECTION. SAPo �� • ( •f* Q° I/ I, 3 T 2 7/6• 6'SCE T S 4°2 W~O C J W STREET V.AREAS. a 143/4'GALVANIZED BAR IwM, MATERIALS: �// / B 3 PICKHOLE DETAIL Al Mx aAW Emm p tr 22 1/2"CIA. ,: M R MINro FROM DF GALVANIZED: • / / p N3//44•DIA..)GUVANIZED DEFORMED REINFORCNG BAR. � a:; 1 I I SECTION VIEW Af t SECTION F DING ON NDNNGRWITH ASI A M A_B,5 GRADE _ 3 �II1, �� 11II MUST CONFORMNM~MIANOGN C 475 M A_,23 ..M. 'C (. ... STEEL REINFORCING BAR MINIMUM 1/2"GRADE NO. �/.SNRlllfk MOIST R TO • MEETING REQUIREMENTS OF ASTM AS15 ENCAPSULATED •• NOTES� TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS ).;"O;v,': M MTH INJECTION MOLDED COPOLYMEP POLYPROPYLENE 1rr1�� /V°_,442..:••„z. 1. SUBURBANE " SEE DETAIL4110 FOR MANHOLE FRAME SPECIFICATIONS. 'F�:t.'A•''•••,•yT x V•':"l. 1 WITH SERRATED SURFACES. �A F� 2. COVER ANO FRAME SHALL BE GRAY CAST IRON ASEM A-46 CLASS 30.R 12.MINIMS 2e-0•COMPACTED z':':��;r r"�'L1-4 .,f GALVANIZED STEP I COVER AND FAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. a a. NOTCH LIU FOR UPTONB HOOK. STORM WATER W SUBURBAN AND STANDARD C STANDARD MANHOLE CleanWa MANHOLE STEP c/�1Te�a�n�W`=Lai- •• MANHOLE FRAME AND COVER /-0��iL MANHOLE LID clean services V1CAIlYTAlG1 SCNICCS lM1CaCIYYdlcr services IACMIm Dommir iiden. eS DRAWING NO.120 REVISED 12-di Ou..WlrutMvlre. .A DRAWING NO.010 REVISED 02-03 Om commitment is Me.° DRAM/NG NO.100 REVISED 02-03 o.•°°mm'm•°I I•°t°. ❑RAWING NO.110 SANITARY REVISED 12-DR Our mmmimembelx... �/W� U Ce 0 W in z V1 5 O SEE NOTE AT OF e CC m w STANDARD DETAIL VI µHD LESSEEEE MM I ALIEFER �y • *TTnQUm TO oRiFKE Pu Edµ ` O OREM RINGS R,aNDRe-I SHALL a SHAL TURF As SMALL ENOUGH w OR cASE Q to TO ALLOW ORIFICE •• SET Etc•-SEE NOTES t•KS CENTERED~SET IN NONSHRINKGAOJT FOR FRAME AND GRATE 'A ORME TE AND GUDETO�B FROM OUADCIURED PAVING RINGS NOT ALLOWED • FROM li"MIFF OR y STANLFaa STEEL 0 < A' -,,I Ir A 1 0 ,.., _ NOTES, , 1 II ir,_, �J CONFORM TDTHE REQUIREMENTS e 1J J Q 1.ALL OF MANHOLE SE IIIII1L— -- Affi _ LDW DAP x�E z o ro MANHOLE A ' W O wNo r�io O. • rot mug qAn ..OUrLETPIPE NOT TO EXCEED •.,• • PLAN NEWS U ~Y.1BT11A • WO 1 ORIFICEMNARDN U 0 u B.FLOW CONTROL MENDING,,OW MINIMUM 6 XIA INY VERT OF FIAD aM1tEM SPACER WPM PROVIDE SPECIAL OETML FOR OURET MULTIPLE RIMMED 4.ALL OUTLETS SHALL HAVE FLOW CONTROL • .� B PLAN J1 % � N DE IGE. WATERTIGHTBE m m 1I flI�yD '` IIIIIMI , • / PI TYPE ION —•• N r w II� x3N 4UDE � ROW INVERT'xlx A%IM '~ %.A1E 1HCIOESs Rt/1" i u u CSIiECONNANCD ". ��F �mJ •!^ o" 0 0 „n•MIN. w _ rux. r Top GRATE PNn SIPHON OMYItS� -, EVE• .AS MAXIMUM v. D �m W o w ALL AND WATER°COS o°w TRAPS RucuuG"sms DEBRIS �� O mtM N ® !io0hNL0oI1j BEAR • , �!!I . B( .) 2.DS Tm • C 3 e „ M F .R8801 w,as P .�. A;e .a y�x. WEBS.:RnPRDvso P 1 RIS n ' 2 MN W CRP EQUAL •ON 811RFApEClNNOTE% . .♦.. .:•.:v . •, B•7 -4 B B I- ��___ a' MIR2120M E �io� N.PARK 1124CP ff14120F secnoN A-A sEcnoN B-B SECTION A-A SECTION B-B NOTES ' _ MxuuMmnx�mixmlmers OE�AP._a.•E�A�eA�a a ' MEILfD 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. r•UN Yt ORRICE PLATE GUIDE GUIIDE SHALL DTA TOP • cE NA A Y mwcTx O 3aaD P.S.I.MO A suAP 16 P.Rams Ass.A497. 2. INSTALL STRUCTURE ON MINIMUM OF B•OF 3/4•-0"COMPACTED BASE MATERIAL 5. AS000EEEEEREDUDE RAPS AS APPROVED.All oRENA 3. PRE CAST REINFORCEMENT SHALL BE REBAR MISTING ASTM MS GRADE 80 OR MELDED MIRE MEETING ASTM A497 NOTE' AForritr s REbMmE AN 18'WMMP BEEOW FOREST WILD. IF•SELF TAPPING CONCRETE FCR MULTIPLE ORIFICE APPLICATION SNAP vOLNIE IREMENTS B. I0 TMME STANDARD OR STAR¢max TOP OF CRATE,AMEI IM�K B F CREAM THAN 4 ALL POURED IN PLACE CONCRETE SHALL HAVE A 2B DAY STRENGTH OF 3000 PS AND OS.R81PS S-12 OR A r MIN.SPACER IS REQUIRED AS mcTn°Crzar Nmow PRE-CAST STRUCTURES CONFORIMIO 70 SLUMP O'2•TO r. EGIIAM. SHOMN.SPACER TO MATCH PLATE GUIDE situp.NNIMWIIEGUIIE° 7 ACOP3•i AALTERNATE.NOM (ALL GRATE MATERIALS SNAIL MET CMS AN ��111,-r STARUSS SIM DIMENSIONS MOH.MATERIAL 1 AH 5. PRE-CAST STRUCTURE'S CONFORMING TO 06.0.T.TYPE C-2 CATCH BASIN DESIGN/16TH DITCH WITH A WATER TIGHT SEAL .y LET TOP ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. 8t STANDARDS AS SHOWN ON DENTAL pm WATER QUALITY AREA DRAIN MANHOLE (SNOUT) A C1eanWate7?Services TYPE II c��°u� E �"i DITCH INLET ORIFICE PLATE clew r�SeMces OYfeO me DRAWING N0.360 REMBED,2-DB •°"°m'�°°""'°'° AND GUIDE DRAWING N0.200 !TENSED U2-OB `•c RESISED 12-08 RYYate es Oat commitment M elm. DRAWING NO.390 REVISED 05-07 o°• mm••m•°•^^�••° DRAWING NO.730 RECORD DRAWINGS Project OLSONWOODS No. DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED 264-004 BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION TYPE AS BUILT Sheet 17 of 18 Q O m O U i G Eµµ m N 3 0 9�v RNa„_ Emi ... BSI SEE STANDARDORAx1Nc NO.aao FOR m D. FRAME AND crnca. � AT "TES ae 0 M BAR 00 EC W ;ii'��■ll A Z rj — ^,'1 i7/— it• W L0„;, J : iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii :i :11111111111111111111111111111111111111111.--: Z • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '•.: SECTION A—A 1 s LER ,III T,r. — o. 1.1 PLAN VIEW RECESSED CURB INLETS A� rrW_! '? Q o Q To EC REINFORCED B 1 CONCRETE INSTALLED m PLAN ti¢�1�'�-W W J ACCORDANCE wn{ PLAN W a ?w o CURB TOP MARINO NO.310 FSEE STD DRAWING NO.320 OR FRAME L COVER 2 W 2 m 2 Q L~1~ Iiiiring PAVFAEM T T»[ b.III, _ /+•RUT Wum ° W4� 2ti=O W' srs1 f iith I 4'• maDDm _ rIIIIIIII II:IIII,Ir O TWO o ° ...Hu Ill:illlll! iWaaWa] � 0 OF ""1. BBB," 11111111111 1 s„I �mwo¢ limit ' uirIIIIIIII -- ^FOR IN a I IIIIIIIIIIIIII IIIIIIIIIIIIa "a ar I 11111111111'II lil lllllll :°'`tea '��• r LIIIIIIIIIIIIIII mitt epw� N Irlrlrmie1 1.0 i ri SECTION A—A SECT B—B � �,"%�,�. PLAN CATCH1. BARN aAE BE CANER R„1G1FD CP IN CRATE TO FLOW ARRA CPP r16•c • w '' MARINO NO.IC. BOSSTT STEP 1E•MOM Tor IN CRATE •mWATW RAN Nr,s,:STANDARD .. BM ORAL 'nW SECTION B—B N•-D•Dr'MED WAg NA�M a �INEOIT Poll�CAMSTwD�',CN BP�SM 91A1 az PIDAR YEEIIHG ASIY A_pla WADE 80 OR W¢DEO ME*6 WAN 6e1RuDaRAWHawWAPRI#TIWANOID. TKAPAlpl� WEr ANo r9•SLAP SECTION A—A K NOT. HOOK BAR 'MILT 1HICAEN AND AD ZRfi]IENT V/ REWIgED ro 9TAlE ZIW�AYIZRJ No. W N'LO W�F>P E0ETETIP T' DETAIL '': 0 GUTTER & CURBµ�Wwx� CATCH BASIN of INLET CATCH BASIN CleanWaher Services GUTTER & CURB INLET CATCH FRAME AND GRATE (CG-2) CleanWater Services U DRAWING NO. 300 (CG-2) RENSED 12-0e •°'°^°"....10 BASIN (Cc-2) REINFORCEMENT CleanWater (Services DRAWING NO. 320 REVISED 12-De ....mom...°°R'I«R. `/ DRAWING NO 310 RENSED Tz-aR ^�� I I Ce o O W in z LI1 5 O CC m w W OD cc n O Q In d c cc O L7 Z E WO O —I 1- 0 o C s s s 5- L" 5 0 0 0 rr g d m 13 ° S t `3 w "e d > w ` A 0 0` z a xo I RECORD DRAWINGS Project OLSON WOODS DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED No. BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION 264-004 Type AS BUILT sheet 18 of 18 ,. PUBLIC STREET LIGHTING NOTES: \ 1. UGHT POLES SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, TWO-PIECE BRONZE,FIBERGLASS UGHT POLE. B PGE APPROVED UGHT POLES ARE: ;`�; rn c coi, SHAKESPEARE BHT3099S5BL9901 = INSTALL LUMINAIRE POLE # WITH -^.j' �� .y••' o CCI MDS30-F-100-S2-HS-PC-NP-1B-22 •� AG DST3OFSDN1 ©LED SHOEBOX FIXTURE. % p w PGE APPROVED STUBS ARE: (X = POLE "#). %� ! o vl o o c Up SHAKESPEARE BHS3099N3BL9901 1 , �0 rn N cp'v 4 CCI 25-STUB-UPo . 7. AG DS6STUB-30 ®= EXISTING LUMINAIRE POLE. -__� ��`'� / o M „o �M�° z 2.JUNCTION BOXES SHALL BE PGE APPROVED SPUCE BOXES. r// �� • W U C o g.0 I:- %►SB �' 44 w °' PGE APPROVED JUNCTION BOXES ARE: — C 00 — NEWBASIS FCA132418T-00043 p - -o QUAZITE A4213418A017 _ � "CURL ACRES" Z 71. E" ARMORCAST A6001946TAX18-PGE — '- • - rn HIGHUNE CHA13241BHE1 • ® I '" W 'ELECTRIC OR'POWER.SHALL BE IN THE UD MARKING AREA. V.r LOT 1 BLOCK 2 3. LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED,240V,MAST-ARM MOUNTED, BRONZE SHOEBOX FLAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST, 40 W11H 1WISTLOCK P.E.RECEPTACLE. PGE APPROVED COBRAHEAD LUMINAIRES ARE: 47W CREE STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTL-SPX 7 / 4.THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED UFE TWISTLOCK. DTI \ FAIL-ON,ELECTRONIC,105-300 VAC,60 HZ,PER ANSI 136.10,BRONZE HOUSING,1.5 LUMEN TURN-ON,RATED 1000W TUNGSTEN(1800 VA BALLAST)1.5:1 TURN-OFF/TURN-ON RATIO, . I-.,I ,CI SOLID BRASS PLUG BLADES,CONFORMABLY COATED COS CELL,160 JOULE MOV,2-4 SEC. TURN-OFF DELAY. I ' s LOT 13 PGE APPROVED PHOTOELECTRIC CONTROLS ARE: - - -3. I I:� a '. ;; SELC 8483 L 5.THE WRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED#10AWG, 2 600-VOLT,3-CONDUCTOR,CLASS B STANDING TYPE TC WITH 45-MIL SUNUGHT RESISTANT /, �•°•� Q PVC JACKET,SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90'C DRY AND 75'C WET. 1 / O O FOR 240-VOLT APPLICATIONS,THE P( WIRING CONFIGURATION IS: 111111kBLACK AND RED(HOT) IGREEN(GROUND) - - ,f• 7 d 6.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E.SCHEDULE.95 OPTION "`" Q A.SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. / i i 3— VD ll UGHT POLES AND FIXTURES TO BE INSTALLED BY P.G.E. 2 _•, / EMI ME a [� I p 7.UGHTING CONTRACTORANSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF I ICORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL UST ANDEg JURISDICTION I - - - - / ..M-^'^�^ SPFlCATIONS AND STANDARDS.LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER O JURISDICTION RECOMMENDED. / // i TRACT'B' I LOT 12 LOT 11 3 / AiATER QUALITY/ I "BLUE HERON PARK" \ / .� •"'" . �©DETENTION - CITY OF TIGARD LIGHT POLE LOCATION TABLE \ ROSSING" I eq I 'g POLE NUMBER NH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPE ��•,,;`j;;'°,4 Ala IX 30 FT 200 22000 8 SINGLE WALNUT STEEL - - - - I - - IX 25 FT 67 5232 6 SINGLE WALNUT FIBERGLASS ,. I / Atiaroft1 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS4 ° . f/I 2 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS 13 3 25 FT 47 3830 0.667 SINGLE TRACT C. FIBERGLASS4 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS - - - I5 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASSI6 25 FT 47 3830 0.667 SINGLE STREET A FIBERGLASS - i (LSP - - - - › 7 25 FT 47 3830 0.667 SINGLE TRANQUIL FIBERGLASS I I d I 12 I z I NUMERIC SUMMARY 5 (IiI PROJECT: OLSEN WOODSLABEL CALL TYPE UNITS AVG MAX MIN AVG/MIN —o 11 z STREET A ILLUMINANCE FC 0.49 1.70 0.10 4.90 ='' °a _ _ _ _ STREET A/TRACT C ILLUMINANCE FC 0.68 1.00 0.30 2.27 10 . g5, - (.7A,.,.,;v,. 10 I I SW TRANQUIL LANE ILLUMINANCE FC 0.43 0.80 0.10 4.30 ) �' I H `'";r,-•• . .,: . ". , 11•� W U N / L F� -0 ', TRANQUIL N ;_ 0 - - - - d ti ■ a >: I I 9 I _ _ _ _ = STREETLIGHTING DESIGN I 7 1 ;;I";; I Y (1)Scale: 1"=50' i 8 1 F-� Q U r1 o I DWG.NO J - - - - ,—Ek____ ELi PERCIVAL LANDSCAPE ARCHITECTURE •283 SE WAVER EIQI BLM. PORRANO,OR 07202 � phone (503)231-0100 ✓` • (C) (503)939-3577 II yyk-r ,o soul. PeRan&,pe0.imul.mm -'- __ MEN 11.1. "° '®a> ' TREE PROTECTION FENCE NOTES: _S U.T/STREET 7r .nx x„-ORM 1. ALL TREES DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING AS ILLUSTRATED. '` T f .� �8n 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS, OR PER ARBORIST DIRECTION IN THE FIELD PRIOR, F �.'\ �.. I .. S \BR "CURL ACRES' olo 4�� '� TO CONSTRUCTION. 3. AVOID DAMAGE TO CRITICAL ROOT ZONE, DO NOT DAMAGE OR SEVER LARGE ROOTS WHEN INSTALLING POSTS. \ o' i I I a ocKz 4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE PROTECTION FENCING. 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. Q i IN 10' 40' I ail " RAPI —I eL / J o' 70'I north I I� HOUSE I i • Z ~LLI O GT 1 scale I 1 a° r.� Morgan Holen, attest that this Tree 0 W EXISTING BUILDINGS 1 ' I { o o Preservation and Removal Plan meets all (/) TO REMAN i , I • �':.' the requirements in Section 10, part 1, I I B iii o� of the City of Tigard Urban Forestry (f) Et - — — — - Lon3 a Manual. ( Qk =x " — 897e �0. F�7�1Mir fence material: � f-)1 0., ,2) tll 72/ Z LOT '� � _ YI44" Ie I orange, Uv z Q EXISTING COUNTOUR -�' \ :1: 45A�1l SW.BLERON', _ _h PL4CE " min.` _ Q Q BE REMOVED 9�\ L51�2 sA �{ � �� t�� J �j� sue: 8' 0' o.0 diameter (/) �' • ,1I _ �� L maximum steel tubing or LOTB �� 5 r "" EXISTING EDGE OF " �q„• //�� , 1 I 4"x4" timber post Z 0 W STAND #2 __ �y�`s , ,f/1„ b ,- ,' STHN D #� TREE PROTECTION FENCING 0 w — l ��. �to' . ,_. r �`�\`lr�7i�"1�IIII 1 LOT12 LOne r' N.T.S. s ` `i mN 1 �✓• /�/� v+ ` ��J ��i BLUE HEI{ON PARK" I J . CL LOT 4 _ �OT 3 ��Z y � VW • 9 I��I W "Wr_t ALNUT CROSSING" / X��,III�p s9 3:.urm -7 'eti p % `—k° 2 ``o-.- a lAC44.S;i• J LLIQ � / y► I :,„ �!�r EXISTING EDGE OF STAND #1 _ � �ap �� \® 1iI\ , CANOPY EDGE OF 7 • L LOT S e,,, �� y DRAWN:JDP it LOT 41 m %I /e4�`�j�,o —1 1tA if \1r'iv.a'5ed w v wr �:r� , „� EXISTING STAND #1 X�' /+ / ✓ NI,- ' TREE PROTECTION NOTES: LOW X . 1 �i �4%t�� t. ��• X TREES TO REMAIN REVIEWED:MP v t0.r 3 LEGEND — VALUE- X 1 1 £it Q 8e8{ lr HABITAT I ! fVt I. I . X 8 26 f''" h r symbol description 1. EXISTING TREES TO BE PRESERVED ARE TO BE PROTECTED BY A TEMPORARY 5' HIGH CONSTRUCTION -,I' : , REVISED: EDGES �� '�'` p I ` ` 1.�:�` �T i i x x x TREE PROTECTION FENCE (NOTE: THIS LINE, FENCE PLACED AT THE DRIPLINE AT THE TREE PRIOR TO ANY GROUND DISTURBANCE. 07/23/2015 LOT +, —- fi I1'� � ,r1*ii_ ' ' ON THE EAST SIDE OF THE PROPERTY, J� AIN �. / ALSO REPRESENTS THE EDGE OF THE 2. THERE IS TO BE NO EQUIPMENT OR MATERIAL STORAGE, NOR DISTURBANCE OF ANY KIND WITHIN THE NAND 11 e"" +��I Is � f 1°'Wt LOW TREES IN "STAND #1 TO REMAIN I$ �� 4... rsZ12 0 I VALUE FENCED AREA. n �.f ,• - HABITAT e LOT ; i�LR `ryL�;2I X �" EDGES EXISTING DECIDUOUS TREE TO BE REMOVED 3. THE GRADE SHALL NOT BE CHANGED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT �e ~� , ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE Lon �,pi a a( j s �� . EDGE OF TREE CANOPY `X � J 4pI �` �'� •�- LOT 1- TS y,. / �• AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOIL TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT G� 46,, REE NUMBER _ �� Ilk,� XGRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. 1' f X X I9O9R', Ii{,''' g59tL . RULE HAOBITAT� EVERGREEN TREE TO BE REMOVED 4. TO THE GREATEST EXTEND POSSIBLE, UTILITY TRENCHES SHALL NOT BE INSTALLED WITHIN THE TREE Y Lora , s„^ 1' ,\ g�yfk• BITS , `r� EDGE PROTECTION ZONE. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE LOT 6 ,a ^' - _ DATE: 07/22/2015 ' IU OT,10. EDGE OF TREE CANOPY TO REMAIN EXISTING EDGE OF ' i �m§' ■I• lti X eiu X \ ROOTS OF TREES TO BE PRESERVED IF IT IS DETERMINED THAT TRENCHING WOULD SIGNIFICANTLY REDUCE STAND #2 I �, „� '�1 THE CHANCES OF TREE SURVIVAL. PLOT: - C_ X - '; '' l' '2 �� > �€I VI"�"' `" TREE TO BE PRESERVED AND PROTECTED "� '' t 1 .! 5. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE WITHOUT THE �� X X /_ jj,. (EVERGREEN) ®�a°m�'•®�7ar�i��- I07�' 1� � �" tI " PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTIONS �tiOiSTERFd q `kj SW__,„,UIL LANE 'tk '-� Ili e. L \ *. - DECIDUOUS TREE TO BE PRESERVED AND METHODS AND/OR DIRECT SUPERVISION OF REQUIRED WORK. :ii, et„.„...,-- ,7-3 -7-,,,, 74 —c X PROTECTED.° Ib� %�, 1 i s 4 '.s3 ( i 6. PROJECT ARBORIST SHALL BE INFORMED OF ANY CORRECTIVE PRUNING THAT IS REQUIRED IN ORDER TO JOEPERCIVAL f A7 ��. ? z `+ �i �1 UNDERLINED TREE NUMBERS INDICATES OREGON 4 ��1 �®®� + I¢ AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY, PRIOR TO PERFORMING ANY PRUNING WORK. o 1< � � A ea, TREES WITHIN GROVES WHERE THE CANOPY 'PC/ 0� Ar. ItOT_-r o`•\� LyT9_ - es y tea, 1'� • WAS/CAN NOT BE CLEARLY DELINEATED. 7. DIRECTIONAL FELLING OF TREES TO BE REMOVED SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED 9/'E AR.' �r' ell 1,' w � f U' .0 d5B4 FOR PRESERVATION. 4,d I'r+ es.„i >' - EDGE OF "TREE GROVE" FROM CITY RILE:Walnut-L2-L3... li ' q' �4 F� jC*a LOT /�/ i , MODERATE MAPPING 8. ANY SOIL COMPACTED WITHIN THE DRIPLINE OF THE TREE SHALL BE AERATED BY METHODS CONSISTENT LOT il�rl 1apq� �/ T -ss 1 HABITAT WORK ORDER. �I �� gsg� a >, WITH TREE CARE INDUSTRY STANDARDS. h�11�,, / r. I s5g1 Oft2 EDGE MEW EXISTING EDGE OF TREE STANDS � � �� ( a.��'r M 9. ANY LANDSCAPE WORK THAT IS PERFORMED IN THE TREE PROTECTION ZONE FOLLOWING THE REMOVAL OF W� a,r9: JOB NUMBER: � �• �.. `, ' .�F — —EDGE OF LOW VALUE HABITAT PROTECTIVE FENCING SHALL BE DONE USING ONLY LIGHT MACHINERY AND HAND LABOR. 1417 EDGE OF CITY MAPPED "-Hid/ORO -/ ' '91 —--—EDGE OF MODERATE VALUE HABITAT 10. ADDITIONAL REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION SHEET TITLE (1i A ANOPY EDGE OF TREE PRESERV. II f�O /^ '�' I°f(n EXISTING STAND 1 MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. AND REMOVE. PLAN EXISTING ED �f s' ,FI.\ / J I I j 11 I l III TREES TO REMAIN SHEET NUMBER 7 1/ . ,J1 ,.I1Ilii L1 PERCIVAL LANDSCAPE ROOTBALL: PULL TWINE, #12 GA. GALV. STEEL WIRE: ARCHITECTURE BURLAP, AND ANY WIRE LEAVE WITH ENOUGH SLACK „ '°`„""'""` #„ r•..:,• AWAY FROM TOP AND THAT TREE TRUNK CAN ' o+�. s �^ SIDES. DISPOSE OF OFF MOVE FREELY 4" IN ALL 2663 SE wnvw�cH•w. i , �� SITE ‘ DIRECTIONS. SECURE TO aa6nuo.*snoz n none 663 231 0106 �� „� ,./ HEAVY DUTY i,, � ,,, LAWN SOD STAKES WITH NAILS (4 (503)9333547 (SOD) GALV. U" NAILS moll p�a.e:Lamal.Lon, '-�" �� SIDEWALK ► RUBBER HOSE �7. / (3) EQUALLY SPACED 2" S.W WAL tUTSTREET / / / L® _- �j (2 J ®N � 4 `�0 � � DIA. WOOD STAKES ' og fp1 I; "CURL ACRES"awsweam F IT A ' TREE TRUNK: CENTER IN PLANTING I : III I on 0 w _r TREE PLANTING EXCAVATION: 2X O Li W eLoaz = o ' ROOTBALL DIAMETER. FILL WITH w J COMPACTED BLEND OF 1 PART (/) ft I e I a I I I W ¢ ORGANIC AMENDMENT AND 3 PARTS \►I� I Ill I 00 36" DIA SANDY TOPSOIL (n Z 1 "':" , n o EQ. EQ. J x�•I� I N . . 1 MULCH: 3" SETTLED DEPTH (? (e) ® I / _ �' 41 0l? CENTER ON TREE TRUNK LOTI ��I` HOUSE iellf pie _� � e�` ��` � � � NEW CONTOUR 1� �,�i�x' I o �ie�•r r•r�, °ie STREET SIDE CURB z ! i" R'11°�e ...��g� °�e t J CL EXISTING I I x1" e I I COMPACTED _ Il�ii`f� � ,' UNDISTURBED GRAVEL AND (I) < 0 CONTOUR (4)YELL ini�n I I I I SOIL �F �I Q Ir c liar n. ^ic rulrHn r SOIL SUB-GRADE Z Or O LOT 13 �4 �� I��'q/ , j' ROOT BARRIER: 36" DEEP, 6r it_ SOIL FINISH GRADE: SET }" 0 Q (� �1111� I RIGID HIGH IMPACT Q ,re, 592. _ a th I POLYPROPLYLENE WITH UV INHIBITOR. BELOW TOP OF CURB AND C +5 z� e_ S9" 9 � I FINISH SURFACE OF WALK w Lorz n i-` ��1�/� I I "NDS" OR APPROVED SUBSTITUTE. �I /1k. 1�'ii] f j CURB CONTINUOUS. PROVIDE CONTINUOUSLY FRIABLE TOPSOIL WITH Z 0 ~ w ,0„...-.--.� �� '' jp ,o, 2' IDEWALK I ) WHERE TREE IS WITHIN 5' CURB AND AMENDMENT BLENDED INTO TOP i7 1-YULN / �_ i b'l s/ .1 �/� DRIVEWAY PAVEMENT EDGE0H '�• 38 LOT 1 (1)KATS "7 t-I 2 6". 100% ROCK FREE. �� / rrv'//C 'SW BLUE HERON',, STREET TREE PLANTING DETAIL J N 4111":, ;�� Ifits,7�v1,I 4)KATS lifi�\ .11 PLACEL°T3 --- �� V//f'lii"k"~il,-I,.'x _ w-°'►.��/ L ®.s' O1)KATS i /.r'W —x rr�"o-1,_ —COT-2— 11 KAT /i 0 ir/;-9 wp WATER QIJALITY -----_, fa,-.". A lilf ,; ACILITY: SEE L3 10' 40' i - C iv`%3 T 7�•'� — (4Tra t „C„1 I /\ I. . 7 t1.. I LOT1 Lon —IC);_- '� '` �,�Q� "BLUE HERON PARK" ,ICU 3 •� eo ��i't e,4{gtj y; I "A°41L4'A —`�� F 7 ,LOT4 / 1 _ � s l; ' ,/ � ,2l II1 �_ II °' scale 7°' north ,WALNUT CROSSING" , / s I ctic. . ,-,% ":: x`� • !/�I' �•To: I 1� -'_ ®I �� ,� y9��1l� �� V( DRAWN: JDP E 14 ��i 1)YELL / ,0y _ ,. If 11 I` �.i TREE QUALITY NOTE: REVIEWED:JDP Q' n I/,. Via+ OT6 39 � „ �` j.5)Crr� ` .�, PROVIDE TREES CONFORMING TO THE APPLICABLE ,.' /' "�,q 249 "H \ T'-l• REVISED: / LOT �/ STANDARDS IN THE TIGARD URBAN FORESTY MANUAL. 4 A�IQ/�!2"' h "RO CTI N i STREET TREE AND PLANTING STRIP LEGEND 11/24/2014 ( (D N� z �w PLANT TREES IN ACCORDANCE WITH THE AMERICAN ,,„ ) 11 J 1 ,lti._r / MEN* ( OTE: )1 / /symbol tagcommon name botanical name: size (quantity) 06/01/2015 / 1 Yon / NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS / �` %' Ii L•1°1 THI• LI ON,,✓✓ I / / ' 07/27/2015 zss / `� 1 A T SlyiE / / (O 1 CASC CASCARA / RHAMNUS PURSHIANA: 2" CALIPER (5) FOR TREE PLANTING (A300 PART 6 AND ADDITIONAL ( )YU _zso�'� I� 3 ,�{ ' ¢ .I/ � / i '—\'/ STANDARDS ADOPTED BY THE OREGON LANDSCAPE LOT R P TY,/ CONTRACTORS BOARD. TREES SHALL BE TOP I s� /LO 12 ) 86; / i' `� I !,a e'� 4 .eSO / / 'a/ / TOTAL STREET TREES PROVIDED = QUALITY, WELL FORMED, FREE OF ALL DISEASE, — — — .___. _41 l 1 L 1flii. r �f�'J 'EPR9SE li' 1 ( )Y >rli e.' \ ;� ) KATS KATSURA / CERCIDIPHYLLUM JAPONICUM: 2" CALIPER (11) WEEDS AND DEFECTS. ALL SHALL MEET THE LgT5 .1 s1 HE EpG 01 , .n� , 1 \ / R.O.W. LENGTH = 1,469 REQUIREMENTS AND STANDARDS OF TEH AMERICAN 1 l LI 11 1J4l; EES 1• ,.l LOTz I ( t-[ f I' I' 1 �-p FEET ASSOCIATION OF NURSERYMAN FOR NURSERY STOCK {' I I '/ r,0 R MAIP'/ " Q g ® (1) STREET TREE PER I ,1.� , ••_ I ( ) MAGN MERRILL MAGNOLIA / MAGNOLIA LOEBNERI MERRILL': (ANSI Z60.1 THE LATEST EDITION) FOR GRADE NO. //�` EVERY 40 FEET THE _ I Ip' ; .L \ d'::`= `.__-� 2" CALIPER (TREE FORM-SINGLE TRUNK) (6) 1 OR BETTER. PROVIDE WITH (3) STAKES EQUALLY REQUIREMENT IS FOR (37) DATE- 07/23/2015 Vyp�M:7E:al I,i ;�L• ' STREET TREES PER TIGARD DISTRIBUTED AROUND THE TRUNK, SET OUTSIDE THE illi ((TYp \ <� I `',r�l L•Td11' 6„ h ( �\' ) YELL YELLOW WOOD / CLADRASTIS KENTUCKIA: 2" CALIPER (10) CODE. STAKE ROOTBALL. FASTENERS SHALL BE NAILED TO Lore LO-T6 > I y , I 'I / .�7 ,r. ,, �� i STAKE, LOOPED AROUND THE TRUNK, BUT NOT BE PLOT: - 1 1 \ 1 Y L v I gI I ; I , , - - * ONE 'NON-STREET TREE' IS PULLED TIGHT. TREE TRUNK SHALL BE ABLE TO (2)Ff RV1-4 I �l SHOWN AT THE BACK WES tSTE �� I I / / � / MOVE 4" ANY DIRECTION WITHOUT BEING RESTRAINED �,c RFd 6 MA a� p I S)YELL V' l g YULN YULAN MAGNOLIA / MAGNOLIA DENUDATA: 2" CALIPER (7) OF LOT #1 AND ONE AT THE BY THE TIES. ,/ / OF LOT #4 TO ATTAIN THE • 74 ' a @ , c' -R pit,. I° /� /L(317 , w" TOTAL = (39)* REQUIRED LOT COVERAGE. ///Iyp ".^��O�.�i .f►`7llCiEJIca�P.i►r. / �;cs, z 1n, sa 1`/44 a �„ 0OP BARJIER S.W.�TRAN�IUIL ENE � � 77 14� "') / / 'EE SYMBOL `rC 0\ OE AQG // i / _ j� ` A'C IuLzi - Ti` I `LI�,fN S J ( I, Morgan Holen, attest that this — I / , , / ,- ;girl CANOPY PER TIGARD GUIDELINES _,\ 1• _ �s 4„ '''.a� .1U.„- ( 4/1111 A / Tree Canopy Plan meets all the :`�''�4�1 wwt� < ( bT9/ �• FILE:Walnut-L2 L3... ,. s�z -00T BARRIER: Provide Wherever Trees Are requirements In Section 10, art 2, o_L„- . �� i'T E T/LYGHT �� o'• 3 Within 5 Feet of Pavement or Curb (SEE STREET TREE DETAIL) of theCity of Tigard Urban p WORK ORDER: .9 I° ) /;'), (J�~ l \-TREE NUMBER Forestry Manual. '� - 1 „� Ij'bTj'�'i �/' JOB NUMBER: LOT9 �� _OT 7 '� AritriC0��' / // Iii,'"' 'r "' LAWN: SOD; "OREGON TURF" o ) I i / '(Alraili��asea. ';t' 1417zo ) I - lara i./K- S --/ . _,. IY / SHEET TITLE , � =.�— '"" ," z _ ' EXISTING TREE TO BE PRESERVED AND PROTECTED (TYP. SMYBOL) V TREE CANOPY � � 6 `� FREE NUMBER Morgan Holen PLAN 1;(i / I Ire�/i /� 11 ".13 '6� EDGE OF TREE CANOPY ISA Certified Arborist PN-6145A I 1 / �;. EVERGREEN TREE Date: July 27, 2015 SHEET NUMBER I 1 / /9 / / / DECIDUOUS TREE 11\'`. '/ I lii / ) , IIi ,� L2 P ER CI VAL LANDSCAPE I I /^,4 ARCHITECTURE / • . V II , / ,"�� / I NO TREE PLANTING BETWEEN 0 2063SEWAVEERLEiwBLV'Fc'upE �` �� (((� `�' '{�IHIS LINE AND WALL PER C.W.S. PORnneo,aR9702 �' , HIS (LINE DELINEATES •• 7 �F a phone: (503)231-0100 `� �' 10' OFF SET FROM WALL) i #,� ° y t (Cy (V)939 3547 Di 1�A: �,9 2 i ' i men: ore a,eeP�me�m • 44, rs ��% 6)DSPiE (960) SOFTR �, 2 ��> / 28 DSPR / _' � Sim iiriummuri. 13)RTDW `\ ` 4 L illrIW �_ north 7j-b®m _ .------ �0 AFIN4 •4eir iregilge741�P v`�..r-. --- ■ 0' 5' 10' 25' Z 15 'OS . 8s�ouiaASIIP 8 ®ra�1 POOPS' A \ U Q (� i � � _� _ �!bolos ! � J � fir,,.. ` w wszir 1. SLOUS I/�'%vi'_"�......��4 .... 11140 scale CL tk / if 111210.',AZ i •�fif# � 'P�� 'I� ��1; . � I i 11� �' '�4 �� >d i ©I�� 12 RTDW O I _mo, s m sm. % + �A ; TOP OF SWALE a / ♦ • 1e B� N. teT c+7 gH ` i i O � �?+s•7• b` l .. . F. .. �,� END OF 600 SQ.FT. O Q / �®+:wre................. .... fir. TREATMENT AREA I 0 J / 65 )sLous�'� %%N. / � � ®v - - ®� 9PP{��,4)sNow 6 9 21 %2 H Q STORM WATER FACILITY PLANTING LEGEND \ �� e �' T Isi ,, ' �Q Z O D - L2 Fe• J. 5, STREET TR:E AND'---- ' m. i :,,SAw . , 4 (/) U' I OTHER�LA TING " �� % . AREA FOR TREE PLANTING = 2,151 SQ.FT. ° / OUTSIDE FA IL `` "' ��I�%'�� J N \ (30)N„OS .®.�� g H BLACK HAWTHORNE / CRATAEGUS DOUGLASII: 2 GAL. (36" HT. MIN.) - (7) �' �� au 6•• 0 jit# L H w AT 0.01 TREE PER SQUARE FOOT, (22) TREES ARE 3\. \ �� 4 `_�' ce REQUIRED. \- \° / oA OREGON ASH / FRAXINUS LAI1FOLIA: 2 GAL. (36" HT. MIN.) - (5) THE TOTAL PROVIDED = (22) (REQUIREMENT MET) WATER QUALITY AREA PLANTING PLAN THIS EXCLUDES WALL AREAS, AREA WITHIN 10 PC PACIFIC CRABAPPLE / MALUS FUSCA: 2 GAL. (36" HT. MIN.) - (10) FEET OF WALLS, AND THE 600 SQUARE FEET OF IlniII TREATMENT AREA (Tract ` ) TOTAL = (22) DRAWN:JDP REVIEWED:JDP DSPR DOUGLAS SPIRAEA / SPIRAEA DOUGLASII: 1 GAL. (18" MIN. HT.) ® 30" O.C. - (54) SHRUB AREA = 3,508 SQ.FT. REVISED: 11/24/2014 3,508 X 0.05 = (176) SHRUBS 06/01/2015 REQUIRED 07/23/2015 SEE SHEET L-4 FOR RELATED NOTES ON NROS NOOTKA ROSE / ROSA NUTKANA: 1 GAL. (18" MIN. HT.), 30" O.C. - (45) (195) PROVIDED. PLANTING, PREPARATION, AND MAINTENANCE. m REQUIREMENT MET. D Ct Cn / A RTDW REDTWIG DOGWOOD / CORNUS SERICEA: 1 GAL. (18" MIN. HT.) ® 30" O.C. - (82) DATE: 07/23/2015 SNOW SNOWBERRY / SYMPHORICARPOS ALBUS: 1 GAL. (18" MIN. HT.) ® 30" O.C. - (14) TOTAL = (193) PLOT: - TREATMENT AREA = �sOISTgR4� (600) SQUARE FEET SOFTR SOFT RUSH / JUNCUS EFFUSUS: (6) PLUGS PER SQ.FT. - (1992) . 74 0 �yy /� w (3600) PLANTS e° JdE PER C VAL F CO REQUIRED. ' oREGON zq Q SLOUS SLOUGH SEDGE / CAREX OBNUPTA:(6) PLUGS PER SQ. FT. - (1773) (3,765) PLANTS d�°9PE pO��~� TOTAL = (3630) PROVIDED. CC FILE Walnut-L2-L3.... REQUIREMENT MET 0 u_ WORK ORDER: ALL PLUGS SHALL BE 1" DIA. AND 6" LONG, FULLY VIABLE WITH GREEN GROWTH SHOWING JOB NUMBER: 1417 NATIVE GRASS SEED MIX: APPLY AT 6 POUNDS PER 1,000 SQUARE FEET. ACHIEVE 100% COVERAGE SHEET TITLE WATER QUALITY IDAHO FESCUE / FESTUCA IDAHOENSIS: 20% AREA PLANTING BLUE WILDRYE / ELYMUS GLAUCUS: 15% PLAN RED FESCUE / FESTUCA RUBRA SPP. RUBRA: 50% SHEET NUMBER WESTERN MANNAGRASS / GLYCERIA OCCIDENTALIS: 15% L3 PERCIVAL LANDSCAPE ARCHITECTURE •2663 SE WA691004 BLVU. REILAND,OR 97202 phone: (503)231-0100 (0/ (913)639-3547 SWALE PREPARATION, AND PLANTING NOTES SWALE MAINTENANCE NOTES ema° pMandsyeDumaiam 1. PRIOR TO BEGINNING ANY OTHER PREPARATION, WORK REMOVE ALL INVASIVE AND WEED PLANTS. PERFORM 1. MAINTAIN THE ENTIRE FACILITY FOR A PERIOD AT LEAST TWO YEARS AFTER SUBSTANTIAL COMPLETION. WORK PER CLEAN WATER SERVICES (CWS) INTEGRATED PEST MANAGEMENT PLAN-2012. INVASIVE AND WEED EXTEND MAINTENANCE WORK AS NEEDED TO MEET REQUIREMENTS OF AN ACCEPTABLE FACILITY AND IN SPECIES WHICH CAN GROW FROM ROOTS SHALL BE TREATED WITH A CONTACT HERBICIDE APPROVED BY CWS AS ACCORDANCE WITH CWS ADMINISTRATIVE PROCEDURES CHAPTER 2. NEEDED TO ACHIEVE 100% ERADICATION. COLLECT AND REMOVE DEBRIS OFF SITE. MAINTAIN ENTIRE AREA FREE OF INVASIVE AND WEED SPECIES FOR A PERIOD OF TWO YEARS AFTER SUBSTANTIAL COMPLETION. 2. MAINTENANCE BEGINS WITH THE BEGINNING OF ANY LANDSCAPE WORK AND IS REQUIRED UNTIL FINAL ACCEPTANCE AT THE END OF THE "MAINTENANCE PERIOD'. 0 2. AFTER WEED AND INVASIVE SPECIES REMOVAL AND ERADICATION, OVER EXCAVATE THE ENTIRE SWALE AND 3. CONTROL, OPERATE, ADJUST, AND MANAGE THE IRRIGATION SYSTEM AS NEEDED TO PROVIDE GROUND Z SIDE SLOPE AREA TO A DEPTH WHICH WILL ALLOW PLACEMENT OF AT LEAST 12-INCH DEPTH (SETTLED DEPTH) Z OF AMENDED TOPSOIL UP TO INDICATED FINISH GRADES. MOISTURE SUITABLE FOR HEALTHY VIGOROUSLY GROWING PLANTS AND FULL ESTABLISHMENT OF ALL PLANTS AND SEEDING. VISIT THE SITE AS NEEDED DURING THE WATERING SEASON TO ASSURE SYSTEM FUNCTIONING AND 0 Z 3. LOOSEN SUB-GRADE SOILS TO A DEPTH OF 4-6 INCHES PRIOR TO PLACING AMENDED TOPSOIL. SUITABLE WATERING. DO NOT OVER OR UNDER WATER. KEEP SYSTEM IN GOOD REPAIR AND FREE OF DEFECTS. U) L J WINTERIZE AND DRAIN THE SYSTEM AT THE END OF THE IRRIGATION SEASON AND ACTIVATE IT AT THE BEGINNING i- 4. AMENDED TOPSOIL SHALL BE PRE-BLENDED PRIOR TO ARRIVAL AT SITE. IT SHALL BE A COMPLETELY AND OF THE SEASON. DURING THE FIRST IRRIGATION SEASON CHECK THE SYSTEM AT LEAST WEEKLY AND TAKE > LLJ UNIFORMLY BLENDED MIX OF (4) PARTS (BY VOLUME) SILTY-SANDY MINERAL TOPSOIL AND (1) PART ORGANIC ACTION NEEDED. DURING THE SECOND AND SUBSEQUENT IRRIGATION SEASONS VISIT THE SITE AT LEAST ONCE 0 1— Q AMENDMENT. THE ORGANIC AMENDMENT SHALL BE AN APPROVED FULLY COMPOSTED GARDEN COMPOST, FREE EVERY 2-3 WEEKS. DO SO MORE OFTEN WHEN THERE ARE SIGNIFICANT CHANGES IN WEATHER AND PLANT i Cn __IOF ALL UNCOMPOSTED ORGANIC MATTER. THE SOIL BLEND SHALL BE 100% FREE OF WEEDS, DEBRIS, TRASH WATER DEMAND. m a ROCKS AND GRAVEL, WOOD, AND ANDY OTHER FOREIGN MATERIAL. THE AMENDED TOPSOIL MIX SHALL BE D (— FRIABLE AT THE TIME OF PLACEMENT. PROVIDE AND PLACE AMENDED TOPSOIL OVER THE ENTIRE AREA TO 4. MAKE ARRANGEMENTS FOR THE LANDSCAPE ARCHITECT, ENGINEER, OR OWNER'S REPRESENTATIVE TO VISIT AND W FULLY SETTLED DEPTH OR AT LEAST 6 INCHES (GREATER IF OTHERWISED INDICATED). PLACE IN LAYERS NO EVALUATE THE SITE AT LEAST TWICE ANNUALLY (LATE SPRING AND EARLY FALL). R-EMULCH AS NEEDED TO Z 0 w DEEPER THAN 6 INCHES AND MAKE FIRM. RAKE TO FORM A FINISH SURFACE MATCHING THE INDICATED FINISH MAINTAIN INDICATE DEPTH AND CIRCLE OF MULCH. RESEED AS NEEDED TO ATTAIN FULL 100% COVERAGE. a __IQ GRADES AND ELEVATIONS. REPLANT AS NEED TO ENSURE A MINIMUM OF 80% SURVIVAL AND AT LEAST 90% COVERAGE IN TREATMENT AREA,OF HEALTHY, WELL FORMED, AND VIGOROUS PLANTS. ALL WEEDS AND INVASIVE PLANTS SHALL HAVE BEEN 5. WHERE SOILS ARE PLACED NEXT TO PAVEMENT AND WALLS THE TOP OF THE SOIL SHALL BE SET 1 INCH REMOVED, COLLECTED, AND DISPOSED OF OFF SITE PRIOR TO EACH INSPECTION AND THE AREA SHALL BE 0 0 J BELOW THE FINISH SURFACE OF WALKS AND 3 INCHES BELOW THE TOP OF WALLS. DEEMED WEED AND INVASIVE PLANT FREE TO MEET MINIMUM REQUIREMENTS. PROVIDE A SUMMARY REPORT OF CONDITIONS AND REMEDIAL ACTIONS FOLLOWING EACH INSPECTION. z j Cad Q 6. PROVIDE A BIODEGRADABLE EROSION CONTROL MATTING OVER THE TOPSOIL THROUGHOUT THE AREA CROSS 5. RE EXCAVATE AND REPLANT AREA IS SILTATION OCCURS TO A DEPTH OF 3 INCHES AT ANY TIME. z 0 SECTION (SEE CWS DRAWING NO. 700 FOR GUIDANCE). ANCHOR THE MATTING IN PLACE PER MANUFACTURER'S of RECOMMENDATIONS. ANCHOR SPACING AS BASED ON 3 FPS FLOW SPEED OVER THE FABRIC. SEE CWS DRAWING U) 0 6. REMOVE AND REPLACE ALL PLANTS WHICH ARE MISSING, DEAD, MIS-SNAPPED, IN POOR CONDITION, AND -INO. 700 FOR THE TWO TYPES OF MATTING AND WHERE TO INSTALL EACH. MATTING SHALL BE INSTALLED OTHERWISE UNACCEPTABLE. PRIOR TO INSTALLATION OF PLANTS. CAREFULLY CUT MATTING TO INSTALL INDIVIDUAL PLANTS. DO NOT L0 w DISPLACE OR DAMAGE MATTING MORE THAN AS NEEDED TO INSTALL PLANTS. 7. FROM MAY 1 THROUGH NOVEMBER 1 VISIT THE SITE AT LEAST ONCE A MONTH, EVALUATE LANDSCAPE N Q 7. PROVIDE PLANT MATERIALS IN ACCORDANCE WITH THE PLANTING PLAN AND PLANT LEGEND, INSTALL PLANTS CONDITIONS AND TAKE REMEDIAL ACTION AS NEEDED. BETWEEN NOVEMBER 1 AND APRIL 30TH VISIT THE SITE PLUMB AND CENTERED IN PLANTING HOLES. INSTALL SHRUBS IN ACCORDANCE WITH CWS DRAWING NO. 780. AT LEAST EVERY 60 DAYS, EVALUATE LANDSCAPE CONDITIONS AND TAKE REMEDIAL ACTION AS NEEDED. 8. AFTER PLANTS ARE IN PLACE, PROVIDE A 2.5 - 3 INCHE DEEP LAYER OF 2"-3/4" SIZE ROUND WASHED 8. CONTACT: WINDWOOD CONSTRUCTION RIVER STONE OVER THE FACILITY BOTTOM, AT LEAST 12" VERTICALLY UP THE SIDE SLOPES, AND ADDITIONALLY 12655 SW NORTH DAKOTA DRAWN:JDP AS NEEDED TO COVER AREAS WHERE SUSTAINED FLOW IS ANTICIPATED. (THIS IS IN ADDITION TO THE RIVER TIGARD, OREGON STONE AND RIP-RAP AREAS INDICATED ON THE PLANS. (SEE CWS DRAWING 700 FOR GUIDANCE). Mr. DALE RICHARDS (503-590-1500) REVIEWED:JDP 9. PROVIDE A TEMPORARY, AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE FOR ALL PLANTINGS. WATER AS NEEDED TO ACHIEVE VIGOROUS HEALTHY PLANT GROWTH AND 100% GROUND REVISED: COVERAGE OF FORBS AND SEED. 07/23/2015 10. PROVIDE A 3" DEEP, 36" DIAMETER CIRCLE OF COARSE WOOD MULCH AROUND EACH SHRUB AND TREE. 11. PROVIDE A DURABLE WATER PROOF LABEL ATTACHED TO EACH SHRUB AND TREE. LABEL SHALL INDICATE THE BOTANICAL AND COMMON NAME OF THE PLANT. REMOVE THE LABEL AFTER THE FINAL ACCEPTANCE INSPECTION 2 YEARS AFTER SUBSTANTIAL COMPLETION. 12. THE FACILITY TREATMENT AREA PLANTS SHALL BE DEEMED "SUBSTANTIALLY COMPLETE" WHEN AREA IS WEED FREE, ALL PLANTS ARE IN PLACE AND IN GOOD CONDITION, AND ONCE ACTIVE GREEN GROWN HAS OCCURRED TO A LENGTH OF AT LEAST 3" FOR AT LEAST (6) PLANTS PER SQUARE FOOT. 13. OTHER AREAS SHALL BE DEEMED "SUBSTANTIALLY COMPLETE" WHEN AREA IS WEED FREE, ALL MULCH AND DATE: 09/26/2014 PLANTS ARE IN PLACE, IN GOOD CONDITION AND ALL INDICATED AREAS HAVE BEEN SEEDED AND SEED HAS UNIFORMLY DENSLY SPROUTED THROUGHOUT. PLOT: - 14. THE FACILITY SHALL OTHERWISE BE DEEMED "SUBSTANTIALLY COMPLETE" AND READY TO BEGIN THE TWO YEAR �OtsTER� "MAINTENANCE PERIOD" WHEN ALL WORK IS DONE IN A MANNER MATCHING ALL CONTRACT DOCUMENTS. THE ' O ENGINEER MUST CERTIFY THE FACILITY TO BE COMPLETE AND FULLY FUNCTIONAL AND IN ACCORDANCE WITH ALL 74 CONTRACT DOCUMENT REQUIREMENTS, AND MUST DO SO IN WRITING, BEFORE THE TWO YEAR "MAINTENANCE PERIOD" CAN BEGIN. r JOE PERCIVAL E. r OREGON Osc9PE Anti:� FILE:Walnut-L2-L3.... WORK ORDER: JOB NUMBER: 1417 SHEET TITLE WATER QUALITY AREA PLANTING NOTES SHEET NUMBER L4 POLE ENTRANCE CHART GENERAL NOTES: EQUIPMENT ON MAST LUMINAIRES POLE NUMBER EQUIPMENT ON POLE ARM OR SPAN WIRE 1. All materials and workmanship shall conform to City of Tigard ordinances and standard specifications, (Length In Feet and Equipment Type) FIXTURES the latest Oregon Department of Transportation (0D0T) Standard Specifications for Highway Construction. STRAIN CONTROLLER FIRE TERM. TRAFFIC PHOTO current 0D0T Standard Drawings. and the special provisions for this contract. POLE DWG. SIGN ARM ARM ARM MOUNTING NO, NO. TYPE POLE CABINET PRE-EMPTION CABINET DEG. SIGNAL CELL LENGTH D1 D2 D3 LENGTH DEG. HEIGHT TYPE TYPE WATTAGE 'AR' DETECTOR DEG. DEG. DEG. 2. The contractor shall supply all equipment, materials, and labor required for the signal operations shown EX EX EX 1 TS-2 (MP1) EX - EX - EX V2 AL V2 on this plan. 2 TS-2 (MPLI) EX EX EX EX EX V2 AL V2 EX EX EX EX EX EX 3. The contractor shall verify the locations of existing utilities and coordinate this work with the utility companies/agencies to eliminate any conflicts. 3 TS-2 (VP) - EX EX - — — 4. The contractor shall coordinate work with PGE for power service connection. The contractor shall - Install conduit and wiring to the power source as required by PGE. Contractor shall coordinate with PGE (Service Desk, 503-736-5450) for all power requirements. 6RACKET MOUNT: V2= Traffic Signal Type 2, Adjustable Bracket Mount Tenon Not Required(See Std Dwg.TM460&Tk1462) 5. The engineer shall field verify the location of all signal equipment before installation. SA =Sign, Aluminum w/Adjustable Bracket Mount Tenon Not Required(See Std Dwg.714465) LEGEND 6. Washington County will provide signal field testing services at the contractor's expense. CONTROLLERS 7. Washington County will provide signal timing. ® CONDUITS 8. Equipment submittals and pole drawings shall be provided by the contractor on 0D0T Blue and Green Retain and protect existing controller. Sheets. City of Tigard approval of these submittals must be obtained prior to construction. POLES Install (S=size) inch conduit. 9. The new signal pole foundation shall be graded to match elevation of back of sidewalk. Retain and protect existing PGE ground mounted transformer (power source). 10. In case where existing sidewalks are disturbed during construction, sidewalks shall be rebuilt to City Install approximately 20ft of undergraound conduit of Tigard standards at contractor's expense. 1 Retain and protect existing traffic signal mast arm pole 3* between the new BMCL and the existing PGE ground mounted transformer. Conduit shall be 3" dla per PGE al Retain and protect existing traffic signal mast arm pole standard. Coordinate with PGE for conduit entrance to ro with luminaire extension. transformer and final service connection. alRetain and protect existing most arm. eo 0, all Retain and protect luminaire arm. (S) �. Vy� RRetain and protect existing (S=size) electrical conduit. o%, 0 Retain and protect existing vehicle signal pedestal. North Arrow as identified on X4 Abandon existing electrical conduit. S the drawing specified in the chart CABINETS -5 6 dizt Remove existing service cabinet for both signal and WIRES o a WI illumination circuits. e Retain and protect existing terminal cabinet. e Install (X) control cables with (N) AWG No. (of Pedestrian Head 4. — (G) conductors. al Remove existing meter base. a Install (N=numberl No. ( AWG wire size) THWN wires. 0Install base mounted service cabinet, 120/240 volt metered, MC for signal and signal pole mounted illumination systems. W Retain and protect existing wiring. q.of Pedestrian Head SIGNALS © Remove existing wiring. ORIENTATION DIAGRAM Retain and protect existing phase (PH) vehicle signal. SIGNS L UMINAI RES NOTE Equipment shown on the orientation alL Retain and protect existing high pressure diagram is a clarification of angles of PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL 0:.9 �� Retain and protect existing aluminum sign. env sodium luminaire. equipment that may be located on a D7 D8 Qof Vehicle Signal Head a Pedestrian Pedestal or Vehicle Pedestal 06 90° .()f Pedestrian Head FIRE PREEMPTION SIGNAL HEAD TYPES D4 5 a c��0 PROe\�o a Ion 2 = 12" R, 12" Y. 12" G D3 m B 9283P R 9 Retain and protect existing fire pre-emption detector unit. m/ ha 7' v- DI @ se�✓� ry z r'�'� Remove and relocate existing fire pre-emption feeder cable. GREG N Q of Arm 180° ti 77, 9�� ( OU Y S/ h Q o• Reinstall existing fire pre-emption feeder cable. a E s ly n n° � N 3 yoJUNCTION BOXES .P"-6 o�0 270° Fo,�� FXPaE5 ,23Ii,8 3 J` Install 22"x12"x12" (min, dimension) precast —► Q z 2 concrete Junction box PH2 QL of Pedestrian Head--VI �''p o d #1 Install 22"x12"x12" (min. dimension) precast PH4 MAST ARM POLE ORIENTATION DIAGRAM cb6 ACCIMPANIED BY MS nIF concrete Junction box with concrete apron. PHASE 4 •0�� TM450,TM470,TM472,TM485,TM503 3 0 9 Retain and protect existing junction box. ea y Remove existing Junction box. PHASING DIAGRAM FIRE PRE-EMPTION OPERATION SHEET p Revisions and Addendums K TVFS.R STATION 50 rs—� Description Date No. By S W WALNUT N J T STREET A T • m 12585 WALNUT STREET TVF&R STATION 50 OF E KITTELSON Sc ASSOCIATES, INC. ''2 TNAN{�ONTATION lDO1NITE700 /CLANNINO TIGARD, OREGON 1 3 e1eLAND,O ALDER,GONTE700 SIGNAL LEGEND FILE NO .z PORTI(503 OREGON 97205 a(� (503)228-523a DESIGN:ASY DRAWN:BSC CHECK: CWR PROJECT NO: 19066 CONSTRUCTION NOTES: 0 Remove and reinstall signal pole, signal pole equipment, S' mastarm, and luminaire on new MPL 1 signal foundation. 0 Coordinate all service connection/modification work with PGE. 0 Remove existing stop bar. Install new 12" wide SCALE thermoplastic stop bar approximately 20 feet east of existing stop bar 0 0 Relocate and reinstall existing sign approximately 20 II 10 20 feet east of existing location. II Olt) II R� N 1 -- EX. POLE NO.1 4 a lielOv�O III 0 ©v �a (2v MO / , w wX (2) (U I — r / °� . i%®0 . Mt - _a_ _ ®4tea , = Q a q 741: ° < ....44 a \� ., R —omQ "Q a / \- 11 IP.P111F- 1E7 ---------- i..4 -------------- ,..400 HO 11107 ift al ` am \_ a m � ° ° T m mmmmmmm • ,,. il c . v � � - ..700 mmvvv®_________10 =�~- _ -- POLE NO.2 (REINSTALL) N ti ��T04 N ! ,y ' ��I STA. 10+40, 28.5RT G o Q Q _ — VA I i POLE N0.2 (RELOCATE) Q Ili Q y- - ° - . 0 Li -- Q h — R/W 00 NO vv0 6NGINEF9 /lir-coPRO, 19283PE "o ® © ©OI j j dada C\ t � .13 NW ® ID I I `4W v® c OREQ N ao EX. POLE NO.3 •i i ©gym 9eFs w �p°° Os - -a I I O© EXPIRES 12I31/18 O II , 1 o Lu W g 0 Revisions and Addendums SHEET j% Description Date No. By K T V F 8.R STATION 50 U S W WAL\ UT S T R _7 ET AT TS-2 o g c:,,,,, o a KITTELSON & ASSOCIATES, INC. 72585 WALNUT STREET TV F R S f AT ON 50 OF � o Rr"6"" `"` """I" """ "° TIGARD OREGON 510 RRAND,ERGON 9700 SIGNAL PLAN FILE NO O� - POR7IAND,OREGON 97205 Q.ii - (503)228-5230 DESIGN:ASY DRAWN:BSC CHECK: CWR PROJECT NO: 19066 STANDARD STRAIN POLES (SP) & (SPL) STANDARD MAST ARM POLES (MP) & (MPL) ANCHOR PLATE Allowable Span Wire Dead Load Tension.Lbs.(Horizontal)OOO No Luminaire Luminaire with 50'max.mounting height"H" Rod Dia. Plate Size Foundation Requirements Strain Poles with Luminaire Extensions Signal Arm Bolt Circle Anchor Rod Footing Vertical Signal Arm Bolt Circle Anchor Rod Footing Vertical 13/" 4%z"sq. x 3/" No Luminaire POLE POLE 40'max.Mounting Height 40'to 50'Mounting Height Bolt Circle Anchor Rod 3'Diameter Alt.4'sq.for top Vertical Lengths Diameter Diameter"d" Depth Ftg.Bars Lengths Diameter Diameter"d" Depth Ftg.Bars 2" 5%g"sq. x %8" POLE AH=28'AH=30' AH=32'AH=34'POLE AH=28'AH=30' AH=32'AH=34'AH=28'AH=30' AH=32' AH=34' Diameter Diameter Depth 1/3 of ftg.depth Ftg.Bars MPl 15'thru30' 1' 6" 2" 7'-0" 8 - #7 MPL 1 15'thru30' 1'-6" 21/" 8'-0" 8 - #7 2/4" 53/"sq. x 1" SPl 1000 932 873 821 SPL 1 665 620 580 546 460 429 402 378 1'-6" 2" 7'-6" 6'-3" 8 - #7 MP2 35'thru40' 1'-8" 21/4" 7'-6" 8 - #7 MPL 2 35'thru40' 1'-8" 2%z" 8'-6" 8 - #7 21/2" 63/" sq. x 1" SP2 1500 1398 1310 1231 SPL2 1165 1086 1017 956 960 895 838 788 1'-6" 21/q" 9'-0" 7'-9" 12 - #7 MP3 45' 1'-10" 21/2" 8'-0" 8 - #7 MPL3 45' l'-10" 23/4" 9'-0" 8 - #7 23/a" 7"sq. x 11/8'" SP3 2000 1864 1746 1642 SPL3 1665 1552 1454 1367 1460 1361 1275 1199 1'-9" 21/" 10'-6" 9'-0" 12 - #7 MP4 50' 1'-10" 23/" 8'-6" 8 - #7 MPL4 50' 1'-10" 23/4" 9'-6" 12 - #7 3" 7%"sq. x 11/4" SP4 2500 2330 2183 2052 SPL4 2165 2018 1890 1777 1960 1827 1711 1610 1'-9" 21/2" 12'-0" 10'-0" 16 - #7 SP5 3000 2797 2619 2463 SPLS 2665 2484 2327 2188 2460 2293 2148 2019 1'-1012" 23/4" 13'-3" 11'-3" 20 - #7 SP6 3500 3263 3056 2873 SPL6 3165 2950 2763 2598 2960 2759 2584 2430 2'-0" 23/4" 14'-6" 12'-6" 20 - #7 01 Ali = Pole length from base to 6"above messenger cable attachment. Within 90°of direction of most Direction opposite mast arm 20 Dead load and wind load span wire design tension shall be 2.5 times the allowable span wire dead load tension. Arm or Signal span cable or Signal span cable 30 Resultant allowable dead load tension for poles with 2 or more span wires. See top of footing plan & ,/Vary uniformly to full Enlarge top of footing as shown elevation views Req'd ftg. 0.5 req'd footing depth at 90° _ / dia.pole drain when required to meet finish grade. depth _ftg. depth Finish grades a 3"max. footing exposure '� 3'-0"s uore 4'-0"square top for alt. design �■' / N between finish grade and I tow., —— ip — — --,- finish corner of footing S / :fir- ��--� 3"cl. 2'-6"o-0 3"cl. Galvanized rigid steel conduit sweeps as req'd e / I c r ✓ 3-#4 hoops 1 by Project Plans & National Electrical Code. ��r!'.� ^�io 7" (Anchor rod dia. "d" +/4") -- •a a 2"Radius (typ) dia. holes or alt. slotted Note: ■�: .� ...._..6_,„ Isq. ,s c .c m 4'-0" e %"wide slots holes. See detail this dwg. 9 P g o °' w '&°P Fri Footing depths& vertical reinforcing a ° io for zinc drains r rl bar requirements for non-standard I�,�i�r/ Anchor rod bolt circle supports shall be in accordance with ... m' • ar depth D/3 a I I requirementsqm embankment Signal Arm ►"+�I See Std. bolt circle dia. c; c' 1 I 2/3D �[•�. �� Section 00960.02. ■■. o., LJ " #4 U-bar each way in top 8 c, a CZ 8 - #4 U-burs ro,,,,,,," /SII of footing. Tie bars to Vertical footing reinforcing 4- 13'-0"dia. L_ _(2 each corner) ��I �,J the top square hoop. (equally spaced). Bundle bars where 1p I� o 6" ��i 2"-5"" req'd.to avoid conflict with �� Detail A 5"min,dia.hole 6' 16". p Lu MINIMUM EMBANKMENT REQUIREMENTS anchor laces. Mil Il W 8" for conduit entry Concrete (or grout)pad top #4 round or square hoops C� 12"max. —_ 1.25 x ("d" +%8")min. 4" Pour after installing pole Bottom hoop may be tack welded to ,osw sw and appurtenances. ' 731 vertical bars. All other hoops shall PLAN - TOP OF FOOTING be tied into position. 3"cl. 2'-6" 0-0 1 3" cl. Pole extension if UT or RT 100% #4 hoops Pour against undisturbed material or Weld hook to pole wall req'd (handhole at See TC-U4a weld details or - #4 U-bar each way in top Square for poles with signal arm lengths exceeding 15'-0" 3'-0,, backfill with well compacted material to support wire clamping pole extension) of footin Round otherwise except top 12"shall always be square (4'-0"sq. top for devices Messenger cable Socket weld dwg.#TM631. g' (See plans for Pole base plate�� alternate design) I ,,�„ N TYPICAL FOOTING ELEVATION '~� • orientation) Anchor rod projection =� viMVEC' AM� o= ~� 21/2"outlet dia. hub inset 1.5 rod diameters 11I�11 �IIN I1�I1\\COW r—This portion of footing into pole wall to provide I11 Mir always square r Rough float surface �, }-3 #4 square hoops @ 3%2„ smooth wire entry. See Hub 4 - 4'-0"min.length I c c .p anchor rods threaded N Strain pole . Weld Details, dwg. TM629 o # 8 8 Drill and tap pole for at each end as req'd. 8 4 U-bars(2 each corner) Messenger cable s ., Anchor plate tack welded to °111 Conduit O / dia. bolt.(UNF) o nut. Galvanizing of plate not Provide 3 nuts, 2 washers & m 0.5 required. See Chart for size. 1 anchor plate per anchor rod. + 5 -0, TERMINAL CABINET MOUNTING PROVISIONS FOR STRAIN POLES M 0.5"d" /"min. 2.5"d" "d"min. $ Hub shall bisect angle btwn. th ELEVATION-TOP OF FOOTING 3 „ max. 0.5 Note: / minimum thickness plate a messenger cables for poles with t Anchor rod shall be galvanized full length. washer(T and B)of sufficient two cables. Hub shall be 45° Eo size to completely cover slot. \ , toward intersection from messenger Slot + cable for poles with a single cable. .1 GENERAL NOTES: "t" � —e h<cern The General Notes and design t" Slot E (radial) .' � -I- I!,,, 1- details of dwg.#6910 shall i 1 I " min. at slot Pole shaft at base plate wJI N STANDARD TRAFFIC SIGNAL SUPPORTS o o apply unless noted otherwise MT fort 06" /4 r/ CIw hereon. UT for t 3 1"min. otherwise o Supports shall be designed to II Anchor rod dia. "d" In. ` .0 PRW j-. support the loadings shown on Edge of base plate joINF� N0 dwg.#6910. For design,luminaire TC-U4a or STANDARD SUPPORT REQUIREMENTS �N F9 arms shall be assumed to extend TC-U4a-GF ALTERNATE SLOTTED HOLES FOR BASE PLATE Qom�,,// 1s283PE r w o in the same direction as the signal e1 -4. h R arm or signal span cable. Supports \ ORE 3 furnished shall conform to the 33„x 3/" weld backup ring EFFECTIVE DATE WASH CO# y9o1r NS::',14,.... Q o configuration required by the Project 77 s oa'� Plans(Arm length:signal:sign and TC-U4a WELD DETAIL /Es w w"° y 0 luminaire placement;mounting height:etc.) 3/18/2011 6920 c , EXPIRES 12/31/16 30 o o— W o;Q.:g SHEET Description Date No. By and Addendums Descripti TVF&R STATION 50 SW WALNUT STRE T AT TS-3iv< or m KITTELSON & ASSOCIATES, INC. 12585 WALNUT STREET TV F&R STAT H 0 N 50 OF TR ANf PO RTA T10 N 6N N[e RING/PLANNING TIGARD OREGON 3 3 2 610 SW ALDER, SU31E 700 PORTLAND,OREGON 97205 SIGNAL DETAIL FILE NO 2 4 (503)228-5230 DESIGN:ASY DRAWN:BSC CHECK: CWR PROJECT NO: 19066 OLSON WOODS I o = om,g r \\ BMP MATRIX FOR CONSTRUCTION PHASES N g a n I ��9- EROSION AND SEDIMENT CONTROL PLANS MASS UTILITY STREET FINAL WETWEATIER 3 N a T m, Q Q p _"t a�� CLEARING GRADING INSTALLATION CONSTRUCTION STABILZATIDN (GCT•1-MAY 119T) 7 .w1 EROSION PREVENTION ci L 9 S PRESERVE NATURAL VEGETATION "X x X x x x Z N N SW 119c GROUND COVER % x X w cc s EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES As"°�°°°"PPGMMG x x SW Walnut St `, '' PncsnEEnrvc z z z o uA nxc x z x z x x 0T1 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN NE ESCP DUSTCONTRa x x x x x x Z IS A VIOLATION OF THE PERMIT. TEMPORARY,PERNAxENTseaxc x x x x c7 ° sd0 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, BUFFERMNE "x x x x x x vM a. y SW O� Wye Ln UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPUCABLE LOCAL,STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS OT.R 0 11 < 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL SEDIMENT COMMw re q NECESSARY REVISION TO DES OR AGENT. sEDINENT FENCE(PERIMETER) -x x X X x x w fp .� 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PRESENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. SEDIMENT FENCE(INTEMOR) x x x Z 3 SW Alberta 5. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND STRAW WATRES 2 ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE FILTER BERM a PROJECT AREAS(EG.,WETLANDS),AND OTHER AREAS TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS. aSESCGOEES GGN "x x x x x SITE 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER ssDiIEN TRAP �� GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. ,n 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST DT�R lux OFF CONTROL 'I'1 "� SW Beagle Cl REMAIN IN PLACE AND BE MAINTAINED,REPAIRED,AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABUSHED FOR THE DURATION OF ��` 1� I CONSTRUCTION ENTRANCE "X x x x x t N a CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION W�4: s, PIPE SLOPE MIN r •' v F SW James! CONTROLS. OUTLET PROTECTION x x x % a z N 6 p^ 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. SURFACE ROUCNENwD - x x x x x - p7 7 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL U CHECKWMs - 9tN'' ry ROADWAYS INCLUDING GRAVEL ROADWAYS. Sees I 1 x P�''''''''or 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS AND OTHER NON-STORMWATER CONTROLS. POLLUTION ERexexnox v�3�` ~ �PZon 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BLIPS SUCH AS: GRAVELED(OR PAVED)EXITS AND PARKING AREAS,GRAVEL PROPERsieNAGE X X X x x x g - ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE WASH.THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. SZWASTEmcrnr x _ x X x x x ` t / 12. WHEN TRUCKING SATURATED SOILS FROM NE SITE,EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. S ar DNSRE x x x x x % / 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE AND EQUIPMENT FUELING,MAINTENANCE,AND CAN HAI ASHOUTAREA x STORAGE;OTHER CLEANING AND MAINTENANCE ACTIVITIES;AND WASTE HANDUNG ACTIVITIES. THESE POLLUTANTS INCWDE FUEL,HYDRAULIC FLUID,AND 00E0 VICINITY MAP /\ OTHER OILS FROM VEHICLES AND MACHINERY,AS WELL AS DEBRIS,LEFTOVER PAINTS,SOLVENTS,AND GLUES FROM CONSTRUCTION OPERATORS. \ NOT TO SCALE NORTH / 14• LL PRE�NTIOIAL N ANDRP PROPER SDISPOSAPLEMENT THE FOLLOWING BMPS ORAGE CONTROLS,RES,TRA APPUCABLE INING AKITS NT IN ALL VETTEN SPILL AHICLES, REGULAR ULAR RESPONSETION AND A ANCEF�WDULE F R VEHCLESN AND G NI MACHINERY, MA// 15. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL "SIGNIFIES BAP THAT WALL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY J / __:---- '""" 17. IF A STORMWATER TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT H REMOVAL IS EMPLOYED SUBMIT AN OPERATION AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC,LOCATION OF SYSTEM,LOCATION OF INLET, Z LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN,AND A SAMPUNG PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM. NARRATIVE DESCRIPTIONS O y• 1�\ WAN OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN NE TREATMENT SYSTEM ACCORDING TO -- MANUFACTURER'S SPECIFICATIONS. EXISTING SITE CONDITIONS / a -- P 18. AT THE END E EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES _ 1- J TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. ONE SINGLE FAMILY DETACHED HOUSE WITH A DRIVEWAY AND OUTBUILDINGS. THE MAJORITY OF THE PROPERTY IS f "" J I I 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01-MAY 31. VACANT WITH GRASS AND TREES. W F ,. - I� 20. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL DEVELOPED SITE CONDITIONS -It i C r 21. OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT.AND BEFORE BMP C - 13 SINGLE FAMILY HOMES WITH PUBLIC STREETS AND UTILITIES. `O REMOVAL. 0 22. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED -- -- MP • NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE FOR MAJOR ACTIVITIES `j` ' I 1 SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. W Z 23. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REMEDIATED. INVESTIGATE NE CAUSE OF NE SEDIMENT - CLEARING AND GRUBBING(SEPT) N 0 Y ) MI RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF - MASS GRADING(EXCAVATION AND FILL)(SEPT-OCT) w - - SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. - UTILITY INSTALLATION(OCT) I- cc w M tt�l 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL STREET AND UTILITY CONSTRUCTION(OCT-NOV) W Z O PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. - FINAL STABILIZATION(DEC) W /'`• • '',w 1."• 1 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTILa N 0 'A' / A. '" "°""• PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES cC SITE AREA(1ST 616 SF)=3.48 ACRES I < J AS EXPOSED AREAS BECOME STABILIZED,UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS.PROPERLY DISPOSE OF CONSTRUCTION MATERIALS ON-SITE DISTURBED AREA(135,463 SF) =3.11 ACRES N Z O Q 4 - OFF-SITE DISTURBED AREA 1,671 SF) =0.04 ACRES O O V' "` ,'7 " � AND WASTE,INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. w- - a•• - - - TOTAL DISTURBED AREA(13�,134 SF) =3.15 ACRES E 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE W tn r r MIX MUST BE IDENTIFIED ON THE PLANS. SITE SOIL CLASSIFICATION > O ZO 0 _ _ I 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT > °• yI - 11B; CORNEUUS AND KINTON SILT LOAM; 2-7 PERCENT SLOPE; GROUP C I- �'f i - CONTROL BLIP LE.(FILTER BAG). - 11C; CORNEUUS AND KINTON SILT LOAM; 7-12 PERCENT SLOPE; GROUP C V W 0 U I ^' I - 11 i -4;1 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD,OCTOBER 01-MAY 31. - 11D; CORNELIUS AND KINTON SILT LOAM; 12-20 PERCENT SLOPE; GROUP C r r- a -I I �I --_ILO ' ON-SITE SOILS HAVE MODERATE EROSION POTENTIAL. ALL FILL MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING •y I " I EXCAVATION AND UTILITY TRENCH SPOILS. '0 S S 9 e -- 4 RECEIVING WATER BODY r "" I P dal --- -Ile 1 NEAREST WATER BODY: FANNO CREEK `•' o o A LL '�'.a , -R 1l - J mom I APPLICANT OWNER ENGINEERING/SURVEY RATIONALE STATEMENT d „ 1.I T 11 1 I WINDWOOD CONSTRUCTION, INC. DENNIS & BONNIE OLSON PIONEER DESIGN GROUP, INC. A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQ'S 1200-CN PERMIT lee z ,n $ ?, _._,._.NT I: -- e n ----- 4Y / 12655 SW NORTH DAKOTA STREET FLORENCE OLSON 9020 WASHINGTON SQ DR, SUITE 170 APPLICATION AND ESCP GUIDANCE DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL m B 6 u ' a \ lr" ' / TIGARD, OR 97223 12540 SW WALNUT STREET PORTLAND, OR 97223 PLAN. SOME OF THE ABOVE LISTED BMPS WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY d •e. o PHONE (503) 780-4375 TIGARD, OR 97223 PHONE (503) 643-8286 MANAGE EROSION CONDITIONS, PREVENTION AND SEDIMENT CONTROL FOR ES PROJECT BASED ON SPECIFIC SITE CONDITIONS, o o` A. x > INCLUDING SOIL CONDITIONS,TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER RELATED CONDITIONS. SITE MAP /TTTTTT\r CONTACT: DALE RICHARDS CONTACT: BRENT FITCH, P.E. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP,AN ACTION PLAN WILL BE SUBMITTED. a NOT TO SCALE �I NURT� e •i �I -BEF 12 INITIAL s PERMITEE'S SITE INSPECTOR INSPECTION FREQUENCY RECORD DRAWINGS n COMPANY/AGENCY: PIONEER DESIGN GROUP,STEVE OAKS SITE CONDITION: MINIMUM FREQUENCY THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED PHONE: (503)643-8286 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF FROM SNOWMELT,IS OCCURRING. PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO BASED ON FIELD OBSERVATION AND SURVEYED INFORMATIONa. E-MAIL: SOAKS®P COM FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF a DESCRIPTION OF EXPERIENCE: 25 YEARS SPENT INSTAWNG, DISCREPANCIES OR OMISSIONS,THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE h. o MAINTAINING AND INSPECTING EROSION CONTROL FACILITIES. REQUIREMENTS OF THIS PLAN. z CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL / u (CPESC). 2. PRIOR TO THE ANTICIPATION OF ITE(TE NACCESSIIBILIINACTIVE OR IN ONAREEIN WORKING ORDER.TO ENSURE THAT EROSION AND ANY NECESSARYMENT MANTENAN ELANDSEPAIAIRARE IN MUST BE MADES LOCATES (48 HOURS NOTICE REQUIRED) SHEET INDEX PROJECT LOCATION PRIOR TO LEAVING THE SITE. ONE CALL SYSTEM 1-800-332-2344 EROSION AND SEDIMENT CONTROL PLANS O 335 FEET EAST OF THE INTERSECTION OF SW WALNUT STREET (GENERAL TELEPHONE, NORTHWEST REF ORE YOG n AND SW SEVILLA AVENUE IN THE CITY OF TIGARD,OREGON 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONE EVERY TWO(2)WEEKS NATURAL GAS, PORTLAND GENERAL " ,•'\O P7 EROSION AND SEDIMENT CONTROL COVER SHEET `� LATITUDE: 45.426533 (14)CONSECUTIVE CALENDAR DAYS. ELECTRIC) c F] ^' R.• LONGITUDE: -122.8O6046 (. 0 cC o ��, A P2 CLEARING AND DEMOLITION 4. PERIODS DURING T WEATHER. THE SITE IS INACCESSIBLE IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE REPAIR EMERGENCIES EROSION&SEDIMENT CONTROL PLAN g PROPERTY DESCRIPTION DUE TO INCLEMENT WEATHER. DISCHARGE POINT OR DOWNSTREAM LOCATION. 800�332_,Z3N� 21 TAX LOTS 4100,4200 AND 4300(WASHINGTON COUNTY TAX NORTHWEST NATURAL GAS - 800-882-3377 P3 GRADING,STREET,AND UTILITY CONSTRUCTION LOCH MAP 2S1 04AD)LOCATED IN THE SOUTHEAST 1/4 OF THE FRONTIER - 800-483-4000 Project NORTHEAST 1/4 OF SECTION 04,TOWNSHIP 2 SOUTH,RANGE 1 - HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONCISE - 888-824-8264 PORTLAND GENERAL ELECTRIC - 503-464-7777 EROSION&SEDIMENT CONTROL PLAN OLSON WOODS `" WEST,WILLAMETTE MERIDIAN, CONTROL MEASURES AND CONSTRUCTION LIMITS.(SCHEDULE A.8.C.1(3)) CLEAN WATER SERVICES - 503-681-3600 No WASHINGTON COUNTY,OREGON - ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. - 503-547-8100 P4 EROSION AND SEDIMENT CONTROL DETAILS 264-004 ,' - INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS VERIZON - 503-526-2220 Type 0 - RETAIN A COPY OF THE ESCP AN ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUREST TO DEQ,AGENT,OR THE LOCAL NPDES MUNICIPALITY.DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON Sheet SITE OR AT ANOTHER LOCATION.(SCHEDULE A.8.C.1(3)) UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 ro THROUGH OAR 952-001-0090. P1 Of P4 8"IF IN W=228.52' STORSEWRR 8"IE IN5=228.72' 4 M CURB INLET 8"IE OUT E•228Atl Q STORM SEWER RIM•236.9E m MANHOLE IE OUT S•23324' O RIM-23].01' ,r a U STORM SEWER IEINSW 223302 9' SANITARY SEWER If IN W•230ST / �� x A MANHOLE CURB INLET If OUT S=23091' /xw�'. C m �P RIM•237.22' RIM•237.58' ®. 3 o z a N E. -g u 8:: INN•22936' IE OUT 5.231.68'�j Z -Sys, w j n v 1. SANITARY SEWER g"IE OVTE 22916' a.° a n m PRE-CONSTRUCTION, CLEARING, STORM SEWER I B IENW•5229.6T /- ,% "°• LEGEND m N^¢ v AND DEMOLITION NOTES IR STORM SEWER MANHOLE 8 SANITARY SEWER x B IF OUTS•22953' Rp, z f--- h41/ s Z CURB INLET SA s �,y� DER RIM CURB INLET MANHOLE ,y,/x /-f s0� / x •Q � 331-- _ EXISTING I'CONTOUR LT- IEOUiS-22;20' RNA= IM-z3]59 Six � � �/ STORM SEWER IEINE•224.26' SANITARY SEWER R ' - IE OUTIN 2202] "IE IN S-23055' x u�,10 ��"� /� CURB INLET --331)-- - DOTING S•CONTOUR Ir 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT RIM 228.00 ELECTRICAL B'IE IN W•23D47' ®p„ x ,fvo +U zo r`� i STORM SEWER RIM.23]07' 0 ELECTRICAL g•IE IN5=218.82 TRANSFORMER VAULT 8'IE OUT E•23033' � pPPO/ - ® ,. IE IN5=233.09' X X X X - FENCE LINE CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC)MUST BE IN PLACE, VAULT 8•IF OUT W-218r0, �-� ^x, / i AREA DRAIN Z f c/ �/ Rim=23655' IE OUT N=232.1 C7 FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO O ,.�.• e., © m OO a _ �/` / / ,,, - STORM SEWER -xon-xon-xon- - OVERHEAD POWER LINE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. �� M•Idli X x - IF OUT N ` eATFG4 Mt I tR v- • MANHOLE w yy_ a4F�_. 0 x. P �" NE - UNDERGROUND POWER LINE w flIM=23]51' 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, o / • - 73 P-'�POS,D'~x R �Ast��IFi1�wti�_- IE IN xw=231.n' ASS ASS ASSCC / - / - E R �� - STORM DRAINAGE LINE w BERMS CONSTRUCTED OUT OF MULCH,CHIPPIINGS,OR OTHER SUITABLE s" O, / / / CRNSTFUCTIO / W ELECTRLCAL IEINS•234.11' w I / / / l - TRANSFORMER VAULT IEOUTE•23137' -xss-xss xss- - SANITARY SEWER LINE Z MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. Mx a^e - S.WlWAL sUT STREE� - - w - - / - • -�c IGNAL AN•ASSOCIATED O Dc1w xR , ,, a LECTRICAL TO BE MOVED, xw xw xw - WATERLINE a 3. SENSITIVE RESOURCES INCLUDING,BUT NOT UMITED TO TREES, �''. x p `''t W„, `C. a -'� _sl e �I WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY \. \.6 •' W ' m® 'x 8 4E�'.,, R•NTRAC OR TQ CppRpINAFE xc - GAS LINE q', ,,... -- \ \ \ --__ ,e CURL ACRES DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN UNK `T'^4i i xs, -. -._ _ 2OE A FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE or ''Zyiff Bs w � - -.cm-xcoN-xcoN- - COMMUNICATION LINE `I\� AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE © i .• " �� ' CONSTRUCTION BARRIER. w" ELECTRICAL" r, ae SIGNAL - DOSING LOT LINE ` SANITARY SEWER LOTI ��` 1 VAULT / TRANSFORMER POLE - G� I - O TRANSFORMER VAULT MANHOLE ,• BwcKz - EASEMENT LINE 4,%." •. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF STORM SEWER RIM=235.22' PART OF AC �, .,,F' �, MANHOLE STORM SEWER WIE OUT S=231.02' DRIVEWAY TO BE t:. --- --- - RIGHT-OF-WAY LINE a- N cO CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. I H CURB INLET '""RAPE REMOVED Lz ADDITIONAL MEASURES INCLUDING,BUT NOT UMITED TO,TIRE WASHES, // RIM=228.n' - uPE --- --- - BOUNDARY LINE OF SUB,ECT PARCEL ti$ O STREET SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE cc 1 15'IE IN 5=251.28' IE OUTW•224.64' _ <�.#2.o _r. \ 01OR '''��YYY��,,, DRIP n� py Is" OUT N=241.42' F1=' •�;yxy NNE ITYPJ / - CULVERT �fjn \• THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE c/ DEED DOCUMENT k ` ✓ PROJECT. No.2005-1aa91 3. �� o TAXLOT3900 f r}' �` 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND i / .31 ACRES Ta �= OUSE - CONIFEROUS TREE > FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION / / LOTS A �- I - DECIDUOUS TREE ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE,BUT I - - 3 ARE NOT LIMITED TO,SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK I i" / DEED DOCUMENT w XiFS X - TREE TO BE REMOVED DAMS,DIVERSION DIKES,SURFACE ROUGHENING,BANK STABIUZATION, No.2006-13gsw iom s tia AND DRAINAGE SWALES. T32 ACRES�0 $•a ' ROE :TawAxiDELpOETRm44A:DNT • - VAULT AS NOTED Z a� •+q". •�- A �\ 9z98 ACRES - SIGN AS NOTEDQ LO I „ POWER POLE TO V 4,Y l� \I LOT 13 ® - WATER VALVE O. BE REMOVED 2.9'fi. EUIRTARY SEWER EASEMENT NOTE:THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY' I ( - - 6814 4'WIRE 185.00' 4.41 I\ UMENT NO.95-062164 T-�, - POWER POLE WITH ANCHOR J WEATHER"CONSTRUCTION. "WET WEATHER"CONSTRUCTION BMPg 5921 FENCE s910 050 "SJ ART SEWER v LS86'S6'25"E L11I U 1 ❑ - AREA DRAIN/DITCH INLET 0 NEED TO BE APPLIED BETWEEN OCTOBER 1 AND MAY 31. I -a _, s9]>�.--" T MANHOLE /"' 5920 ___ \ RIM-23]61' CC I LOTz _ I5 OD - STORM MANHOLE I 5'WOODEN / -^,\ r•- 8'IE IN wSTUB=231.31' - - Z I"" , 8'IE OUT E-131.11vi 5� - SANITARY MANHOLE Z FENCE A -0VER D P GRAVEL D o 1 I / O xro�O BE REMOV�v V sCHAINUNK FENCE rrt\ - FlRE HYDRA O TO BE REMOVE „ r 1 SIINITARYSEWFA L EITYAI HYDRANT I U -+19U6E 7o BE \��% \ 9' \ MANHOLE - -- ___ GAS VALVE J a 1 1 REMOVED o. II 8'IIEIN65-231w' p] 6,Ill S.W.BLUllE ``Al E'eN PLACE-- ( ® -X X- - PROPOSED ORANGE SEDIMENT BARRIER(PERIMETER) O z q�_ � -' „\ 8 IE OUT N-231.55 / - 7 A 6'WOODEN GARAGE T E An. _ f 64.2116v2- 4 Te' 3WP_ -,.-0--.- LLJ FENCE ON LINE -KENO - S& I>m! - PROPOSED ORANGE CONSTRUCTION FENCE Lora __ -5.2, -Ans -4 \ -;\<i ' 4 x586.- E_1,. /t _ 1 W _ Z I L HED 5300 i5654ft 6'w000EN -O-O-O- - PROPOSED TREE PROTECTION FENCE REy10VEF7� 6_Z,--- ♦« i A ♦^3\ ;IP I FENCE ON UNE W W 1 -011 / HOUSE �� ® ►�` -6 2 I Z I �15 s" / '6 1 •I I l LOT 12 LOT 11 0 ff I /�998 w' I • ;" 56 y R6]o II I ' - PROPOSED CONSTRUCTION ENTRANCE Q N Q ay LOTS k/ s999 e�99T s983 ;,m� I� �,��r i ►♦«fi69�‘4144 �,�y'y7ysad "BLUE HERON PARK" ....ei'i'i'i'i'..... CJ Z O Q *600z \ ,559 I /' / e.,, •••�•• - DRAINAGE FLOW DIRECTION - 0 O V' I "WALNUT CROSSING" /5 1 sga6Z59. 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STORM SEWER 6155i g.5 ►, 0 CATCH BASIN // 6336 TOF R I'Sr/ -6 �3 / I]N I]` 5 RIM=254.14' ELECTRICAL \5 o, Hx 10"IE OUT SW25239" VAULT F9 615 �5\ MM-24&80' / / ' '/ /6asz 6 X I / 26 I M i °'I 61}Bsl I \ 8'IE IN S-/�3. 014 ] U x _ vi I .�.® / WIED N. .6 .t; /� i 46� .•'' o I iP 159/616`j 4/ • /1 64 t• 6a >X • /4/�// z 1 `i, \ S.V TRA to MRRICA* / A h / ► �) ) �.'a/ " X X /Il 11 -,� ( L160/ YA Iw3O . X 1 / // XSll.�` _F.T�p X/ I�' M/S R 1 / ►�6162 �.i.I / /\ �6I ler- // lI1 4'WIRE ) _®� X W W k @/5I cT^Cs� fY` l I l J l /� © -4fsM•,�' CATCH @/SIN 1. I i v.L.6169/ 'T/ / )z 2 �5 0,4`,T• ///I FENCE ON UNE !,110'IBo NW252.41' I I X 5 I I %/ I g alI - - STORMSEWER ELECTRICAL [- I 1 \ jI♦ \ 64A�' pp 4B 16951/// /1 I MANHOLE / I I 1 /515 h / I // x VAULT 'ti w' \ _ / sea ,-`1 'a .: RIm-zss�2 • .614] / 19 =16 A /) _ - /// /� / - R I 10'IE IN NE-252.28' / z M ♦(T' / 16zn \ 1 / / 5345 a/ /�95// $� f/ c k� 'h -�1 im lFwsE-uz.z2' •�"►. 1' t / S / / // //I I 10'IEourw-zsz.0r (! �- \ +Air / y / 11 3I LOTS 5 1 e ►r.',2 6RIP Ai /� /s�2/ / //// / fri'"z s6A///I "sez ® p• 62ogy / I►F-1 o I fiM19♦ ♦�ONE :be 0 (g / / s l645/6 /., ///,$//6 i _ L oK�-TS'.w.�j. _ '"aa} /_ ►(-if'.-,.--' , gib i6 2 _ ®o .i, E-- / wo a N Project \ \ \ -t - or GRAPHIC SCALE R ELECTRICAL h, 7 (2 '• /d5.' / 4.WLRe/ 'H''6 k g-'•-8 OLSON WOODS N STORM SEWER I / / I 1 �� / / FEON UNE 65]9 ap _ _ a- No. VAULT ,,, MANHOLE / / ',F RIM•26433' 11/ I l w, //i • 41] - - - 264004 IN FEETI TV a N Lnc6=qo h. PDES Slue P2 of P4 Q O m O i C E a N 3 0 �° v g ,,T g m',-6 GRADING, STREET AND UTILITY x LEGEND t e a m y d n 3 ei EROSION AND SEDIMENT .G o Z CONSTRUCTION NOTES xw - EXISTING I'CONTOUR `'�'.9 .i"x'` .cam 55 ® ass - - - - EXISTING 5'CONTOUR w s: 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF a -, -- s' i"/ X/ ' 282 - PROPOSED I'CONTOUR C7 ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: O © _� X jxss x Z - - p • ��.. 4TSIW. a,� -moo.. / x F x s 8ss - 280 - PROPOSED 5'CONTOUR C? R VEGETATED CORRIDOR AREAS REQUIRE NATIVE S®MIXES.SEE emu'_ / PkN ue/ S ,® ® - PROPOSED CATCH BASIN w RESTORATION PLAN FOR APPROPRIATE MIX. "� --(0 _ 3 03 CI B.DWARF GRASS MIX(MIN.100 LB.AC. _. x_ f - •w-YV' x P� / ) \ Lor = - a^��. / -- r-4- -'=- --�- ` „�j �_ a - PROPOSED AREA DRAIN/DITCH INLET ¢ 1.DWARF PERENNIAL RYEGRASS(BOX BY WEIGHT) ss 'S.W/WAL••UT/sTREE]/ - -- _�yf -�xw 1 I--I I I _ PROPOSED BLOCK WALL La u 2.CREEPING RED FESCUE(20%BY WEIGHT) IIROVIIIk-17 ma -_ / xW .'" L ,. _ q� ZC.STANDARD HEIGHT GRASS MIX(MIN.100 LB./AC.) xv xv r ®`, _: _t, "CURL ACRES" - PROPOSED CONCRETE WALLO1.ANNUAL RYEGRASS(40X BY WEIGHT) ' a2.TURF TYPE FESCUE(60X BY WEIGHT) Wee _ -- _ C C - PROPOSED ROCKERY WALL - p ^e*TLmI s xSi -'"`� IA�i �I� e - EXISTING DECIDUOUS TREE TO BE SAVED ,_2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE ismy 'f ,�°"Tee , \ I ){ LLO1 X X - PROPOSED SEDIMENT FENCE PERIMETER `^ SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER ,7 lU BLOCK2 ( ) NO M APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND - 'JP I:" -XXXX- - PROPOSED SEDIMENT FENCE(INTERIOR) \ '' I REDUCES RUN-OFF VELOCITY. / I- c ' P a - PROPOSED ORANGE CONSTRUCTION FENCE A. 3. LONG TERM SLOPE STABIUZATION MEASURES SHALL INCLUDE THE . / ° ° z N 6 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER NA SEEDING WITH I /\ 7. / �w C APPROVED MIX AND APPUCATION RATE. I /1 l PROPOSED CONSTRUCTION ENTRANCEy"'� a . 4. TEMPORAEXPOSED RY SOILLOPE WITH SPLASTICASHEETING,STRAW MULCHING INCLUDE WOOD CHIPS,OR �� I / ,,,,,,,,,, f�� \• ~ OTHER APPROVED MEASURES. / as HOUSE / .�p'4 p 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION / � '` ` AND CONFIGURATION. DURING WET WEATHER PERIODS,STOCKPILES SHALL BE / L0T1 • I lih - #� - PROPOSED STOCKPILE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS I 8 / REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. I t ' \::� `XX (UI 6. EXPOSED CUT OR FILL SLOPES SHALL BE STABILIZED THROUGH THE USE OF Z TEMPORARY SEEDING AND MULCHING,EROSION CONTROL BLANKETS CR MATS, x` .1 I - N, (-'j LOT13 / - PROPOSED INLET PROTECTION(TYPE 4) MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES. '5, q `+' wr SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL .' i lij$ d MEASURES I ��' - PROPOSED INLET PROTECTION(TYPE 5) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL \ r 0 MEASURES INCLUDING THE APPUCATION OF A FINE SPRAY OF WATER,PLASTIC 7f�\ _ SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. I LOT z r� `` _ II \ ) p ., - PROPOSED INLET PROTECTION(TYPE 6) Ce O D C F Ail 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF U I I -/ '\'o-- 1 O pijok: / ///// CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ---' �\ l •• \` -'gam -- /�j - TEMPORARY SLOPE STABILIZATION z Z ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET N I _ - \\ ''J� ,,, I ///� O 0 SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED - ;I �I 1 \ AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. `2. IN I S.W.:BLU>F HERON PLACE U I N _ - -- __ 1 a. r^a , - CONCRETE WASHOUT AREA 0 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE -- 47--1 E . , ' / �� WOce USE OF BIOBAGS OR OTHER APPROVED INLET PROTECTION STSILMS. ALL INLET I 2� -'r =x J �Y//®1® I �►/ • • W PROTECTION SYSTEMS ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS Lora •/. ,. . x "1/L ..y 1 - OUTLET PROTECTION NEEDED. 7/7L' �Mi7j ® N IL Z z 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN I N --- 249 O _/ /- /\), i / W _ - DRAINAGE FLOW DIRECTION LLI 0 Q 0 WATER TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND d 1p� LOT SEDIMENT-LADEN WATER. N „ o - �� i/ I, l TER 1 � I if � 11 Ce 0 W w I ,\ ( �� { oL ' ION "BLUE HERON PARK' - STAGING,EQPT.MAINT,FUELING,PORTA-POTTY, N cc O 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN 4I \�,` I li �� AND SOLID WASTE AREA LA _Y A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM // 3 I O N/ -ytor �Y 3; W N 0WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE LOT4 I ��-7 24.'3g I 0 CC CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY / \ '� \"41 .11frv. .. / / / x / / / J Z O Q MEASURES SUCH AS BERMS OR TEMPORARY SETTIJNG PITS MAY BE REQUIRED. I "WALNUT CROSSING" / 1. ♦ :.; I :\ [$`[q��y� , / / I / / / / / /, Z I- O O rJ. 12. SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED 1 / 1 ° �1eo I / "/ / // 1 / / / / / / EROSION AND SEDIMENT C ~ TO THE STORMWATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND i`- /if/•/ �;* l J /_ / / / / /L N Z DISPOSED IN THE TRASH. I �+ �\ _ \ [�I / / / / ', / / / / /r/- CONTROL BMP IMPLEMENTATION a CI 0 o ' \ �'/ Ili /,. ..,�L' / \ / / / / / / I / / ///// Ce Z OG 5 i 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO ' / ��i% (. < LL O U THE STORM WATER SYSTEM. a I LOTS .A♦•�• T / I X' \ '�0 / / // /l >)S�i/ 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT of ♦1 / / /' .249 Ftl \ / / / / / ///f I I I CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN 14. USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT I ^ B I.A' 4( 1 /11 •1 / / 13I !(. I/ / / / / //Ji�.J J 1'- l� PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR S RUN-OFF FROM REACHING DISCHARGE POINTS. I I ♦./AN I I i /// / I O. /'�` / / 7 / i / TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES 15. COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN 1`��' I I I' ✓I/ / // /I / / e APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE x �♦ A }I' I I ,ep / , ` / i. / / 2. ALL`SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"SHALL P w w rc MATERIALS TO THE STORM WATER SYSTEM. I 1S11_ I\ I / / / I I I/ / / BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED ,. A _ _ 250 I _ 4u GRADE AS SHOWN ON THESE PLANS. o LOT IIW-� j.. p`` / w I N I }�♦... •I . //�I / 'i / 3. LONG TERM SLOPE STABIUZATION MEASURES INCLUDING'MATTING' m g a I N I xx I _ \ l x "' col (' SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. m .' a c PRE-CONSTRUCTION, CLEARING, - 12 ne a ". / .I 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED c �, 3 z° - AND DEMOLITION NOTES I 1 5 / \ p \\ I//i� l 1 ' /L+ : 1 //// PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. m q Y n y 6I - I I \ 4 -- �" �k/_ �-i 5. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING w e `o 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, LOT I // • / //' I / / 1�. J / / ACTIVITIES.I ° ° '� = GRAVEL CONSTRUCTION ENTRANCES,ETC)MUST BE IN PLACE,FUNCTIONAL,AND I I :�/-- I / /,I „t� I f // a APPROVED IN AN INTIAL INSPECTION,PRIOR TO COMMENCEMENT OF I I \ - I I 1 �, I 1 /1 / / k Q CONSTRUCTION ACTIVITIES. , ) t aF /I A /., 0,)/ / /i/ I m x w I_ _ I �/ _ V ' III A 1 /�� ;// / / / k 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS r, z I (I : \/ ▪ \ \\ \ I .1 1 ,.. I I //•s , / / PA CONSTRUCTED OUT OF MULCH,CHIPPIINGS,OR OTHER SUITABLE MATERIAL, Z n \ I'• 11 /l'1 / /// / STRAW WATTLES,OR OTHER APPROVED MATERIALS. > LOTS ro\ \ .,. \ t I(L'--" I y / QGG/ v\ \ • / 11 �\ ,� 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO TREES,WETLANDS,AND w P /� \ I )\ 1 \:q I I \ I RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DEUNEATED VATH ORANGE I I -' \ - yl / , 1\.� I \� /I 7, CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY v>wi Q,if,' / \ r / ` iv Pl' I I VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR II(. /• A A 4� ? 1 /w I T / 4 -NJ- BEYOND THE CONSTRUCTION BARRIER. I 1 '^ 1 L--- _ ; li r - s 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ' 3 a r. ,"., >V' - r��// - / II f/ '�/ I/�d ,`oo CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ) _ - " f _ - - LL c w ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES STREET - '-- -- �' 1 ' / 1 4 /////z SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED III 2so S W TRANQUIL LANE ,, 6 I ,0/ IN �p / I .I L// / AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. .... ; II / / // /I t" x, -- x5.F '.x ram-,. a44 .'' t -.'II ,./ /g/ /r y l I 1/1/ 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF / ' n 21 CONTROL MEASURES INCLUDE,BUT ARE NOT LIMITED TO,SLOPE DRAINS(WITH L �4y.. w _ - _ - _ _ r--= Q -.}- I` \ 1 , // //p/ �/ OUTLET PROTECTION),CHECK DAMS DIVERSION DIKES,SURFACE ROUGHENING, 01 -- -r-L_ I �• -�;! / I" �/ GRAPHIC SCALE BANK STABILIZATION,AND DRAINAGE SWALLS. I x /' / I -A / / /3f\ I /,1M+`// 1 / ao a 40 BO w : \ , \1 ` '"1,1 ; / „<,,i/, . ,, ,// /„, III - - = z '. x IIB� (N ( y 6,414d, �'(9 / /- 1l1/�l� Ait'/ %////Ig. NOTETHESE EROSION AND SEDIMENT CONTROL PLANS ASSUME•DRY III; I & _ / "" ////'�/A� // I [N PEETWEATHER'CONSTRUCTION. "WET WEATHER•CONSTRUCTION BMPsLOTS �'U0 )� ' 1 / 41��41f / /// //I �.nO6=4oTi.NEED TO BE APPUED BETWEEN OCTOBER 1 AND MAY 31. 1i�! / l1 1l lI / //sC} I I I 1 1 A.� �V 12,-•/ ,?�TiV // / $ i /' y_/,__ �// '. Project L/ RECORD DRAWINGS °L=°NW°°°S 264-004 0 i DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED TPA BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION NPDLS Sheet P3 Of P4 Q O O m O R7 U i O E m N µµ 6 3 0 9�v $NaRm1 BE/NSTALLEO 4ERRCA[LY 'Y y ON DESIGNECRIT CRR ITERIA f/ 1_9 U Z DOWAISLOPE. - y CHAPTER 4 OF CLEAN WATER „ 7 „,„,..... "�'�"/!«' J y i REFACES EROSION PREVENTION POjO /� AND SEDIMENT CONTROL QP _<¢ . 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TYPICAL SLOPE I+. BARRIER REQUIRED 0 TOE CF SLOPE. `` '- NOTES: 1. THE ENTRANCE SHALL BE MMNTNNED IN A COMMON THAT MILL PREVENT TRACKING OR PLOWING OP SOIL STABILIZATION a+lv `I W, ,� SEDIMENT ONTO PPUBU RIGHT-OF-WAYS. OFTRAv.THIS IS OAR REQUIRE TOP DRESSINO.REPAIR AND/OR CLEAN \BBERM "�` PLASTIC SHEETING OUT MEASURESZ 2. WHEN NECESSARY,WHEELS SHALL BE LEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. NOTES, Tp^ 3. WHEN WASHING IS REQUIRED,E SHALL BE DONE ON AN AREA STADIUM WITH CRUSHED STONE I. SLOPE SURFACE SNAIL BE FREE OF RGYKS, KC/�\/\lF/,,',/�X PROFILE LINT DRAINS INTO AN APPROVED SST LSO TRf➢OR SEDIMENT RASH. J CLODS,STICKS AND CRASS:RGTS/BLANKETS NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION a ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED r0 DNERT RUNOFF THROUGHPR AN*PROVED SHALL AAL£GOOD SOIL CONTACT. NOT TO SCALE 1.MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. FILTERING SYSTEM. 2 APPLY PERMANENT SEEDING BEFORE PLACING 2.BARRIER REQUIRED®TOE OF STOCK PILE. B. IBMFAISIP°S i BLANKETS 3.COVERING MAINTAINED TIGHTLY IN PUCE NOTE: INCIF FAMILY Q I 3.LAY LANKETV LOOSEZY AND STAKE OR 20'LONG BY 20"WRIE B•DEEP OF 7'A^MINUS CLEAN ROCK. STAPLE TO MAM/TAWV dRECT CONTACT WREN BY USING SANDBAGS OR TIRES ON ROPES WITH A 1. IO BAGS ONLY REQUIRED WHEN CnMMFRCw cc THE IrP .NOT STRETCN. MAXIMUM 10'GRID SPACING IN ALL DIRECTIONS. DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION 50'LONG BY 20'ARE 3-e•CLEAN ROCK, FOR FURTHER INFORMATION Y� 4. STAK/hC OR STAPLLNC LAYOUT PER ON DESIGN cRTREM SEE PEASANT S B SOLItt MAY REQUIRE CEOTEXOLE FABRIC TO ON DESIGN CRITERIA SEE MANUFACTURERS SPECLF/CATIONS. 2.STAKING OF SACS REQUIRED CHAPTER a OF CLEAN WATER PREVENT BLAB-BOIL PUMPING. CHAPTER 4 OF CLEAN WAIF Z WRH EITHER METHOD USING(2) SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION 1"x 2"WOOD SLAKES OR APPROVED AND SEDIMENT CONTROL AND SEDIMENT CONTROL Z CT ttL IMP, EQUAL PER BAG. PLANNING MO DESIGN MANUAL. PUNNING ANO DESGN MANUAL O OUTLET PROTECTION CONSTRUCTION ENTRANCE U MATTING SLOPE INSTALLATION CleanWabr Services PLASTIC SHEETING OeanWat:r Services RIP RAP QCanWateT Services CleanWater\,ServicLs I— DRAWING ND.BOS REVISED T2-OR R°commitmenti,elem. DRAWING NO.B10 REVISED 12-CD o°.<°mADm<"t I,<I^.. DNrt011 DrOWNS BID REVISED 12-06 .°"°°`°°°°°t I°°I°°° Det011 Drowinq B56 REVISED 12-OB Our commitment I.AI".r. Z W 2 z 0 O W w N O all LI d 0 cc Z o < VI O O 0 AL I L� O z0 ce 1— I MAY BE USED SHORT TERM �( R RH RNO O DEVORN AND w/ f� W O U I ANGLE FILTER FABRIC / 0 RINSING OF DEVELOPMENT Y � . � FENCE 1b ASSURE SOIL IS TRAPPED \ N irYn eeAA'' �y F OVI 'RL I III'�I g `'y' 1"REBAR FOR BAG REMOVAL H jl IN Itl III° A tit III II ry II II III I II AT BE USED SHORT TERN V/ s s Fd. 1BOE1 r WJLLILUW Rt�1 CATCH BASIN GRATE PNOV/PHASING 6 TIGHT TO CURB UTILITY NE WOW( II I IIIPa 1 1 DEVELOPMENT INTERLOCKED /.— ROD 4405(TjiORA__OI 2 x 2"POSTS - 1111111111111111111111111111111 ' m-'e:l... CATCH BAST -`AI'iI I'�'I w E. w AND ATTACH A - N e NFNI m $ I NTs 60" AREA DRAIN A AEI- O1 O4 O* SY g ♦A OI I I CATCH BASIN m o �e�,<%,,,,�,O,,, EXPANSION RESTRAINT z z CATCH BASIN QI �44+4O�,AWI �• •• USE STITCHED LOOPS A 4t461I O� // •• 3'minimum OVER 2"x 2"POSTS NOTES: �.ML `�il�_r'_{i' 4� "�;..��` .-z.£.�- �rtF as a z fern toe slope FLOW I'-� 'PI �� IJ �' T I m w u : d 1.BURY BOTTOM OF FILTER FABRIC 8• f wort FRQ`T /',`S/ y •N 3 •_ •C i_ VERTICALLY BELOW FINISHED GRADE. 4 k */ '<�o F O '�I, �HH��IIII I 2.2•x 2•FlR,PINE OR STEEL. O. t G} f''. GROMMETS USED FOR ��'4� 0 F[ 6 S 1 `/� �1 FENCE POSTS. `\�Al; ra emme-- _- "' _ FLOW f STORM PPE �. ARgTCNMENT TO 9.`0.. a �HHNHII Ts To BE INSTALLED ON i //•` RILL SIDE OF SLOPE. < .d1�BNNa ••f14.4'MIv M 1. 4.COMPACT BOTH SIDES OF FILTER FABRIC • R SelYl Y1 5/ ' �7/' TRENCH `J •'• 1 'N�V4 : 5. PANELS MUST BE PLACED I•.•.::N`Y:L JOLT 1111p11; l ACCORDING TO SPACING ON IIII"I E .. 1 77: PROFILE DETAIL NO MBA DITCH INLET PLAN VIEW `; <I• 2"K2'TF:^RUBBER BLOCKS ;�S"• NTS ,c`i4!?Ir._ o POLYPROPLENE 1 6..over,of b° FILTER SACK(WOVEN) 1 /•a'•,$* FILTER FABRIC MATERIAL NOTES' s"' Q•*S99 ''Ci 1. ADDITIONAL MEASURES MUST BE p '+ 36'WIDE ROLLS CONSIDERED DEPENDING ON SOIL 'b Lu " I 'a TYPES. WOVEN POLYPROPLENE SACK TOP E z ♦�' .. II Ni ' 2. BIO-ELHER BAGS SHOULD BE 12: • �Y�` �� 4 e.'� i�il, STAKED WHERE APPLICABLE USING N- ,I II II (2)1"x2"WOODEN STAKES OR NOTE: INSTALLATION NOTES, 1. INSTALL SOLID FABRIC SIDE BERM MESH SIDE UP. _ APPROVED EQUAL PER BAG. 2. ATTACH TO CATCH BASIN GRATE AT A MINIMUM OF U 6'MAXIMUM SPACING LI FOR 1j,7 INFORMARON ONRDES DESIGN EC IITRRA SEE 3 LOCATIONS TIGHT TO CLIMB WITH 1/4'ZIP TIES. Ox DESIGN creITEWIA SEE FOR FURTHER INFQRNAHON 1. RECESSED CURB INLET CATCH BASINS R s CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30"B O-BAGS TO OR DESIGN CRITERIA FL SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER FOR TES/FURTHER INFORMATION FRONT VIEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST ow DESIGN 4 OF WATER FABRIC INLETSACKS.SIZE OF FILTER SERVICESµ SEDIMENT EROSION olNmaRMNnON MAINTENANCE NOTES, ON DESIGN CRITERIA SEE AND SEDIMENT CONTROL SERVICES EROSON PREVENHON1. ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CHAPTER 4 Cr CLEAN WATER NTS HAVE 4 BAGS AND THEY SHALL BE FABRIC INLET SACKS TO BE DETERMINED CLEANED UP AT THE END OF EACH WORKDAY. SERVICES EROSION PREVENTION PUNNING PAID DESIGN MANUAL. PANDLA MNG AND DESIGNCONTROL PUNNING AND DESIGN MANUAL OVERLAPPED BY fi". PLANWNC AND DESIGN MANUAL. BY MANUFACTURER. B. REPLACE U-SHAPE➢FILTER BAG N S NECESSARY AND SEDIMENT CONTROL PREVENT W®D CHIPS FRDN ENTERING THE STORM SYSTEM PLANNING AN➢DESIGN MANUAL. w INLET PROTECTION INLET PROTECTION OeanWater�`Services TYPE 4 OeanWaIer�`Services TYPE 5 nay L.� INLET PROTECTION O�Wa�Services SEDIMENT FENCE Our commitment le clear. Wm commitment isdemOwcommitmentD.Iam TYPE 6 Q°, 0II0101 DRAWING NO.675 REVISED 12-08 DRAWING NO.915 REVISED 12-08 DRAWING NO.920 REVISED 12-06 DRAWING N0.BZB REVISED 12-08 z Project OLSON WOODS 2 RECORD DRAWINGS 4-004 RL` DATE 4/20/2016 THESE RECORD DRAWINGS HAVE BEEN PREPARED N PDES BASED ON FIELD OBSERVATION AND SURVEYED INFORMATION SANS P4 Of P4