The URL can be used to link to this page

Home My WebLink AboutRiverside at Jamestowne Village I N re RIVERSIDE AT JAMESTOWNE VILLAGE rli �$a 0 • a 2 A 9 LOT SUBDIVISION ON TAX LOT 800 , MAP 2S1 03CB no i i ;: TIGARD , OREGON 97223 w 0 Z o APPLICANT - 0 i a RIVERSIDE HOMES - - - - - - - - - - - - - - - - - - - �y � P T FASE �1EN 15350 SW SEQUOIA PKWY., SUITE 320 li � N PORTLAND OR 97224 W OM PHONE(503) 645-0966 .,.. 0 ......................................................................................SVtf.�ALBE RTA.�STRE ET'.•.•.•.�.'.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.'.•.•.•.. W M CONTACT: NIKI MUNSON -� Z g ... ... ... ... ... ... ...................................................................................................'. PROJECT Z • OWNER ._. ........__............................................................................................................................... ....••••••..T...-.......................••..••.....-..-...••..••..•••• - - - - SITE 0 i a ............................................................ JAMES STREET, LLC (OREGON LLC) T - r r a a 10960 SW AVOCET COURT BEAVERTON, OR 97007 % - I I I I ( I ki PLANNING/ENGINEERING/SURVEYING 1 I I I i I ,PIONEER DESIGN GROUP, INC. ti/ :".1.1 ir%, 9020 SW a PORTLAND, OR 1�7 SON SO RD., SUITE 170 " C O N A G A PARK " ��6 PHONE(503) 643-8286 N. a c9 CONTACT: LUKE LAPPIN I I I I I I I ix EMAIL: LLAPPIN@PD-GRP.COM I I I I I I . J�`" ch LANDSCAPE ARCHITECT 1 o 9 s s 5 y c PIONEER DESIGN GROUP, INC. 9020 SW WASHINGTON SO RD., SUITE 170 L ' PORTLAND, OR 97223 I I I I I VICINITY MAP ( VI PHONE(503) 643-8286 I ', 'NTS CONTACT: BEN HOLMES, P.L.A. I I I I I j' EMAIL: BHOLMES@PD-GRP.COM _ - _ _ _ I L _ _ FL - �. �. ,,� �o Temp - - GEOTECHNICAL ENGINEER - - - - - - - I I >�� GEOPACIFIC ENGINEERING, INC. 1 p SHEET INDEX 14635 SW 72ND AVENUE I TRACT ,V 00.0 COVER SHEET $ 7 STCP,PJ WATER 00.1 GENERAL NOTES PORTLAND, OR 97224 I I F,ACILTT\' C0.2 CONDITIONS OF APPROVAL PHONE(503) 596-6445 r--, 6 00.3 PRELIMINARY PLAT CONTACT: MIKE BAKER I �' " I I I I 01 .0 EXISTING CONDITIONS &DEMOLITION PLAN w: P I I C2.0 GRADING PLAN {J EMAIL: MBAKER@GEOPACIFICENG.COM I OS.- 1. 6 . 02.1 SITE CROSS SECTION Q STRUCTURAL ENGINEER T-T iY'AR ',... ��,� - i 02.2 TREE PRESERVATION AND REMOVAL SITE PLAN IS!d•.•.•.•l_.•:.._.. ..._..._..._.•_..,•..._.......-.......-...-,.•.:••:•••:a•-•tCoi.•-•.•.•.•.•s•.:•.•.•.•.•t;cc.t%I� �:' / 02.3 EXISTING TREE TABLES MILLER CONSULTING ENGINEERS, INC. ; : ;2;t;. ■ Oss:::: .t�� :t; tac, ■ �/ C3.0 COMPOSITE UTILITY &WATERLINE PLAN w 9600 SW OAK STREET, SUITE 400 �' \ / C3.1 OVERALL STREET PLAN Z / I PORTLAND, OR 97223 :�::�:::n�'�-:��:�rl�7�i0��7�i�:�.'�� 'Rc:�:;-%�ic�-`E:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�...... ,,,•.,.., I .... .......... ............ ............ ............ ........ C3.2 TYPICAL STREET SECTIONS &DETAILS TL900 - - - ::::::r: :::::::::::::::::::::::. / rJ PHONE(503) 246 1250C3.3 CURB RETURNS - PLAN &PROFILE I IO CONTACT: ANDREW LEICHTY, PE, SE . . . . .�=�=�:�:-�=�=�=�=�=�=�=�=�=�=�=�'-�-�-�-�-� �-�- .............................................. .................................................................. ... ..❖. \ 03.4 SPOT GRADING DETAILS H EMAIL: ANDREW@MILLER-SECOM •P�'0 04.0 WATER QUALITY FACILITY, SDLN-01 - PLAN & PROFILE s, A•saa.. as • mzzz z*:;5 .M.).. -.•. r.�rr.r. r.�i�r::;..:::•::=::: }5 :•:L=:::❖:G::•:::::•:::•:::::•::::=::.eee..e..e.ee.e..e..e.e .'�:•' I C5.0 JAMES STREET - PLAN & PROFILE WLu Z - r- - - C5.1 BROADLEAF TERRACE, SDLN-01 , SDLN-02 - PLAN & PROFILE W Q - s: LIGHTING DESIGNER :; ;: ; ; ;: :. - 05.2 SDLN-01 - PLAN & PROFILE I W TL 600 F- w LANCASTER MOBLEY I N. I I 06.0 SSLN-A - PLAN &PROFILE In Q \ ;::; C6.1 SSLN-A I SSLN-B - PLAN &PROFILE 321 SW 4th AVE., SUITE 400 PORTLAND, OR 97204 I I 2 I 3 \ ,.- . Q I I C6.2 EX. SSLN - PLAN & PROFILE(SHEET NOT USED) w PHONE(503) 248-0313 I I 1 •• 'o.••. C7.0 SIGNAGE &STRIPING PLAN p' CONTACT: JESSICA HIJAR 1 " W -I C7.1 SIGNAGE LEGEND &DETAILS w Q EMAIL: JESSICA@LANCASTERMOBLEY.COM I - _ i = - - - - O > - C6.0 STANDARD DETAILS - CITY OF TIGARD : 08.1 STANDARD DETAILS - CITY OF TIGARD V _ _ _ _ _ _ - --- 08.2 STANDARD DETAILS - CITY OF TIGARD _ _ _ _ SITE INFORMATION 08.3 STANDARD DETAILS - CLEAN WATER SERVICES ` I 08.4 STANDARD DETAILS - CLEAN WATER SERVICES R N N TAX MAP: 2S103CB TAX LOT: 600 I I 08.5 STANDARD DETAILS - CLEAN WATER SERVICES SITE ADDRESS: NOT YET ASSIGNED 08.6 STANDARD DETAILS - ODOT SITE SIZE: 2.4 ACRES LIGHTING PLANS w m m u ZONING: R-4.5 I = : I I SL-1 STREET LIGHTING PLAN a a c o: I 'IL 700 I VERTICAL DATUM I " W I L L A M E T T E PLAT 2 " :: : 1 I LANDSCAPE PLANS m m e v.v. I L1 .0 TREE CANOPY SITE PLAN &WO FACILITY PLANTING PLAN . r Z ° BENCHMARK:WASHINGTON COUNTY BENCHMARK NO. 166. I L1 .1 PLANTING LEGENDS, DETAILS &NOTES a 12 11 10 9 L1 .2 PLANTING NOTES &CONDITIONS z m a DESCRIPTION:A BRASS DISK IN THE CURB AT THE SW I I CORNER OF THE SW 121 ST AVENUE/SW MERESTONE COURT e e 3 c"i '1 .n $I INTERSECTION. I STRUCTURAL PLANS eo 3 d d ...... - T. - - - 50.01 COVER SHEET d aai Q `- d S0.02 STRUCTURAL NOTES c c a: o, x ELEVATION: 173.248 (NGVD-29 VERTICAL DATUM) I -- co ✓.::::::::: :::::::::::: = 51 .01 STRUCTURAL SITE PLAN ;y- ...... ;.... {"""-.........................:....:....:....:....:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. S2.01 ENLARGED PLAN CO IUTILITY COMPANIES - y 55.01 CONCRETE DETAILS N ter..... SWJAMES':'STREE'T ......... ......... ......... ......... .................... +• �. 55.02 CONCRETE DETAILS cv WATER TUALATIN VALLEY WATER DISTRICT ;14 : sYr '` •co '.':r.'..' .•.:�''�'� n. ::?R2;}'✓,'r`Y?� y9"'_S'+^."�'Y.i.'o..".,�:Q�+.r ^a�i„'-:'rv"l•.:.. % SEWER - CLEAN WATER SERVICES N rO y• :^ 1+-RR 1 �....:n�.Y.,�'•J:`��Y/rn.+1S�J�`J�SL•' ;}:"uY5%:•yJ'.:='W.yi:�...• ...... - sr.. EROSION CONTROL PLANS 1WPP STORM - CLEAN WATER SERVICES - - - - - - - - - J - - - - - - - P1-P6 1200-CN EROSION AND SEDIMENT CONTROL PLANS 7 GAS - NORTHWEST NATURAL GAS ;•;•;•;•;•; •;•" i ELECTRIC - FRONLANDGENERALELECTRIC - - - - .•••. .•••.•••.•••.•••.••• .. --- _ TELL FRONTIER _ ' 15 CABLE TV - COMCAST • ❑ 9 ie _ � - W 6 al 01 SITE MAP CO 4o N A ch a t ATTENTION: Oregon law requires you to THIS DESIGN COMPLIES WITH ORS 92.044 (7)IN THAT NO Q a aa) follow rules adopted by the Oregon Utility UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) ON SHOWN ON A .5 FOOT OF A SURVEY Notification Center. Those rules are set SUBDIVISION OR ARTITION PE ATNT LNO DESIGN EXCEPTIONS w IMPERVIOUS AREA DISTURBED AREA (ONSITE & OFFSITE) forth in OAR 952-001-0001 through NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF Project ,- CONCRETE = 610 SF REMOVED IMPERVIOUS AREA = 610 SF ONSITE = 105,498 SF (2.42 AC) THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE JAMESTOWNE VILLAGE 6TOTAL EXISTING IMPERVIOUS = 610 SF MODIFIED IMPERVIOUS AREA = 0 SF 952-001-0090. You may obtain copies of TO BE PLACED WITHIN THE PROHIBITED AREA. N TOTAL DISTURBED AREA = 105,498 SF (2.42 AC) No. o (0.01 AC) NEW IMPERVIOUS AREA = 46,521 SF the rules b calling tht 4 AREA NEEDING TREATMENT = 46,521 SF y ge cener. 131-02: C] 9 LOTS Q 2,640 SF IMPERVIOUS/LOT = 23,760 SF AREA BEING TREATED = 46,521 SF him Ul SIDEWALKS = 5,655 SF AREA THAT QUALIFIES FOR FEE-IN-LIEU = 0 SF NOTE: The telephone number for the ENGINEERING STREET PAVEMENT = 17,106 SF81 1 ° p Sheet o TOTAL PROPOSED IMPERVIOUS AREA = 46,521 SF S 2 Oregon Utility Notification Center is {503) m (1 .07 AC) 232-1987. CO.O COT CASEFILE#SUB2021-00005 GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) WATER SUPPLY Id 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING. THE NAMES AND 24 HOUR 1. ALL JOINTS TO BE RESTRAINED. ' < m THE TIGARD MUNICIPAL CODE, THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. - 0 I N THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN TIGARD WATER PERSONNEL IS PROHIBITED. "' TO THIS PERMIT. HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. �R 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING. THE 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. V 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. " 0 a I CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE 7 ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, AND MADE IN THE UNITED STATES OF AMERICA Z " Z 0 EDITION. TRAFFIC CONTROL IN THE STATE RIGHT OF WAY SHALL COMPLY WITH THE 2015 OREGON FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - STANDARD DRAWINGS. (USA). PIPE SHALL BE 'TYTON"JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS OTHERWISE a II V EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S SPECIFIED. et 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR 8_ COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 INCHES. BACKFILL SHALL BE V INCH - 0-INCH GRAVEL. N i - a STANDARD SPECIFICATIONS, THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND, EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE ALSO. IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE REQUIRED. W • z p APPROVEDTHE TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA, PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 8 6, 10. THRUSTQ BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE SPECIFIED BY THE CITY PROJECT INSPECTOR OR ENGINEER. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE POURED CONCRETE THRUST BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, CROSS AND BEND 4 w WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) fti cl OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED. AND MARKER TO REMAIN IN PLACE UNTIL THE WATER METER IS INSTALLED. ALL W ' 0 M POLICE DEPT.. TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY 2-INCH WATER SERVICES SHALL CONSIST OF AN MJ X 2-INCH IPT TEE AND 2-INCH IPT X 110 COMPRESSION FITTING AS MANUFACTURED <, SERVICE PROVIDERS. DEFECTIVE WORK. AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF BY MUELLER COMPANY. W ' 2 2 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING THE FACIUTY. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE, 6-INCH FLG. X MJ GATE VALVE, 6-INCH MJ X MJ HOLDING Z < a PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-443. 6-INCH MJ, 5 34-INCH MVO, 3 PORT (2-2 34-INCH NST HOSE AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. DISRUPTION OF TRAFFIC IN THE (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACIUTY CONNECTION. 1-4 14-INCH NST PUMPER.) 1 34-INCH PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED 0 STATE HIGHWAY SHALL COMPLY WITH THE APPLICABLE 2015 OREGON STANDARD DRAWING AS SHOWN FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC EQUAL: WATERIOUS PACER 6790, CLOW MEDALLION. 0 ON THE APPROVED PLANS. IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD. THE DEVELOPER 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 34 CUBIC YARDS OF CRUSHED 2-INCH - y d a 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SHALL REPORT. IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBUC WORKS. CITY CREWS %-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE INCASED IN A REINFORCED ACCESS IS ESTABLISHED. OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND CONCRETE JACKET 6 INCHES THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, N 7. TRAFFIC CONTROL DEVICES. FLAG PERSONS. ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 INCHES OF SEPARATION BELOW THE WATER LINE. I CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN CONTINUOUS WATER SERVICE TO EXISTING WATER s 4i M 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS USERS. WHERE IT IS NECESSARY TO SHUT DOWN SERVICE TO MAKE REQUIRED INTERTIES, THE CONTRACTOR SHALL NOTIFY THE CITY VS �pOF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. EXCAVATION AND GRADING PROJECT INSPECTOR AT EAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 USERS OF THE UPCOMING TEMPORARY SUSPENSION OF WATER SERVICE. a - " , , 5 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF 16. PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ON SITE PRE-CONSTRUCTION MEETING WHERE THE CUT-IN 8 COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. SCHEDULE AND COORDINATION WILL BE DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE ONSITE FOREMAN, CITY PROJECT INSPECTOR, � CITY ENGINEER. 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY AND TIGARD WATER PERSONNEL THIS MEETING SHALL TAKE PLACE PRIOR TO EACH CONNECTION AND BE HELD NO LONGER THAN ONE J�, X 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. WEEK PRIOR TO THE CONNECTION. THE CONTRACTOR SHALL HAVE ALL FITTINGS. PIPE, CHLORINE SWABBING EQUIPMENT. PUMPS AND HOSES, W.4.- 9. PROVIDED FOR. 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. �� 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY CONNECTION TO THE EXISTING WATER SYSTEM IS NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE MADE. TEMPORARY BLOW-OFFS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. 18. ALL PIPES. VALVES. AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE TESTING AND CHLORINATION. FLUSHING SHALL BE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. DONE THROUGH BLOW-OFF UNITS. HYDRANTS. INDIVIDUAL SERVICES. AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER SECOND (FPS). FOR A PRECONSTRUCTION MEETING. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE 19. PRIOR TO ANY FLUSHING PROCEDURES. THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN PROVIDING DIRECTION OF FLOW, SURFACE WATER 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, KEN FISHER AT EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE MANAGEMENT BEST MANAGEMENT PRACTICES (GNPs), AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR APPROVAL A 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK. TWENTY-FOUR (24) HOURS PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. EQUIVALENT TO EXXON GTF 12500. ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS. AND A COPY OF THE APPROVED CONSTRUCTION LAYER OF 1%" - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED COMPACTION TESTS PER AASHTO T-180 AND THE PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND ROADWAY BASE ROCK HAS BEEN PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT INSPECTOR. TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH MAXIMUM ALLOWABLE LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ALL PRESSURE TESTING SHALL BE COMPLETED IN THE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. STRUCTURAL FILL. PRESENCE OF THE CITY PROJECT INSPECTOR. 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT w CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE SHALL BE THOROUGHLY FLUSHED, CHLORINATED. AND HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE EXISTING CONDITIONS. TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED SC BE AVAILABLE AT THE WORK AREA. 6. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE J 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON CHANGES. RESIDUAL OF 40 TO 50 MILLIGRAMS PER LITER (MG/L), AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN 18 5 ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM w THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER OR SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPEUNE AT A MEASURED RATE WHILE FRESH, POTABLE WATER IS ALLOWED TO CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE z STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER iin 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MITIGATE THE WATER ENCOUNTERED. SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING BACTERIA. DURING THE CHLORINATION WI O MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS PROCESS, ALL VALVES AND ACCESSORIES SHALL BE OPERATED. ALL PARTS OF THE UNES AND SERVICES SHALL BE DISINFECTED. TYPICAL WILL BE REQUIRED FOR EACH 2 FEET OF FILL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPEUNE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT cn TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION w CONTROL. 9. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). LEAST /L.10 MG AFTER SATISFACTORY DISINFECTION. FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL THE WATER THROUGHOUT 0 THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. THE DISINFECTION WATER MUST BEcc a 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; ROADS DISPOSED OF IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION ORSHRUBS, FLOWERS, BARK 2 Q O REESTABLISHED. REINSTALLED OREXISTING SIGNS.REPLAC D. WITH UKEE KIND DT MANDINGS.MATERIAL.MAILBOXES, ETC. SHALL BE OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF J a Lu 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A ENVIRONMENTAL QUALITY (DEQ). AFTER FLUSHING AND DISPOSAL OF THE DISINFECTION SOLUTION THERE WILL BE ANOTHER 24-HOUR Q AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBUC PROPERTY AND THE FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARD WATER Ce IL 0 RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE PERSONNEL WORKER. W ( a ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL SIZE. 23. PROVIDE AN ECUPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY. St LOUIS, MO 63102. THE SAMPLING STATION 2 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT GEOTEXTILE FABRIC BE SHALL BE 2-INCH - 0-INCH BURY, WITH A '/INCH FEMALE IRON PIPE THREAD (FIPT) INLET, AND A '/INCH UNTHREADED HOSE NOZZLE. w a CENTER. SAID RUE WITH S ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS TO CONSULT THE ENGINEER AND WORK ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING WI > i.7 OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY TO THE WRITTEN RECOMMENDATIONS OF THE ENGINEER. STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE V� E p QUESTION ABOUT THE RULES. CONTACT THE CENTER. NOTE: DAMAGE TO UTIUTIES SHALL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPUNG CORRECTED AT THE PERMIT HOLDERS EXPENSE. STORM DRAINAGE STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL ,,, R, R, 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL BE BRASS, AND A 34-INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 14-INCH PET COCK ON THE VENT PIPE.LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS SHALL BE APPROVED 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION 3 3 3 ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE BY THE DESIGN ENGINEER AND CITY ENGINEER. DEVICE, MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS AND SHALL BE TESTED EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER d d d PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&O 19-22) OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE 0 0 0 ce 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND MEET THE COVER WORKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR REQUIREMENTS OF SECTION 5.06.7 CWS R&O 19-22. g m OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS 4. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH C.W.S. p z z RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF REQUIREMENTS. a e THE WORK. SANITARY SEWERS 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, e o ej 3 Z w w 81 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED IN ACCORDANCE WITH ABBREVIATIONS DITCHES. ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME ., A w 0,B = •.E s 2 DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R&O 19-22, AC ASPHALT COMMIE PC PONT CFCIRVARIRE c" 0` w a o > en a PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION 5.06.7 CWS R&O 19-22, ALP MEMOS CBOT APE PCr: PONT OF°COMM° CURVARlRE 0 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS. INCLUDING ANY REVISION AB AGGREGATE RAISE PONTPi WTERSECTTGk co MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH DCR ORB RETURN R FRCPERTY M t MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY. SHALL BE PROVIDED TO THE CITY BY A BM BOOT MARK PRC PONT OF REMISE MAW BIC MON VERTICAL CLAM REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE OP CAST RCN PT PONT OF TANGENCY No (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS CJ ma MINT PVC POLY-Witt CNLME RALVUS 8 l % NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH a. CIASS RCP DISC@ CONCRETE RIPE Z Q ip ;1 a POINTS FOR EACH STRUCTURE (MANHOLES. CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER ¢ maim R/W RICHT-OF--WAY WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE J Rt CONl/GACRETE W ARY METAL PIPE s Sae r SD STORM 1 COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE CO CDfANDDT SEWER MJERAL OF AS-GUILTS. PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR Cr? CABLE RnFHStON S7A STATION C Z t) 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUEUNE "AS-GUILTS" D DROP item SOS DR. STANDARD DUAL ALL CONSTRUCTION VEHICLE PARKING SHALL BE 9 o KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE DP DUCTILE ROV PIPE o (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY CONTRACTOR IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT E ELECTRICAL T TELEPHONE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR Q o FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. D tXlRB REIElR11 78 THRUST&OGK EQUIPMENT WILL BE PERMITTED TO PARK ON THE S o THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL IC TE,P OF ORB i 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY Ed EAPANSTCT ,✓DINT 7CH 7EP ADJOINING RESIDENTIAL PUBLIC STREETS. a LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR rA y5 a BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 7D TE,P OF DUKE CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF S� 27. THE CITY S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS NOT SHOWN ON THESE DRAWINGS. EVC FAT? VERTICAL CM 7F 10P OF FOOTING m sj EX fx ING MATE ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN M 0 FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF FD' MN FLOC* ICP THE CONSTRUCTION OF SITE IMPROVEMENTS OR COC a c MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR Ft MN GRADE R 7R FIC tlUOff EAFX BUILDINGS PROPOSED BY THIS APPLICATION, AND Q a) THE PERMIT HOLDER'S EXPENSE. THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING- FN Mr WSW TP TOP OF PAVEMENT 2 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER a ROWE DP Ty ,u SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT co DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY. AS EVIDENCE C FLANGE >W TOP OF WAIL AND EMPLOYEES ASSOCIATED WITH THE PROJECT. o BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, HP MIRED CLAY PIPE iii OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, GU GAS MEW MN VERTICAL PONT OF D IERSECTION prop 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. GB GRADE BREAK W WATER JAM ESTOWNE VILLAGE 6 REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CEP V, 57Ell PIPE Illi WATER MEt1A, (NIa 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. HP 6NeCH PONT WV WATER VALVE NO. OF ASPHALT HAVE BEEN PLACED. p DELTA CDAEY£CENTRAL ANGDE) 131-029 �' CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF WI WEAL PEET t TFZY Ttle PERMIT u EXISTING UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE rid MECNAMCAL MT < ENGINEERING o COMMENCEMENT OF WORK. HIC N T CONTRACT > GREATER THAW sheet CORER EACH WAY 7 i C0.1 co COT CASEFILE#SUB2021-00005 Q L I N W 7 t pj d 0 J � 5. improvements associated with public infrastructure including street and right-of-way dedication,utilities, 14. Prior to commencing any site work,the applicant must submit site plans as part of the WI Permit showing all V 1 Q a V CONDITIONS OF APPROVAL grading,water quality and quantity facilities,streetlights,easements,easement locations,and utility connections Street A(local Residential<500 vpd,full-street improvements,from Sta.12+56.80 to Sta.15+62.23): proposed and/or extensions of public water lines,hydrants and water services to be designed in accordance Ps I re THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO BUILDING PERMIT for future utility extensions are subject to the City Engineer's review,modification,and approval o 50'minimum right-of-way dedication(total) with the City of Tigard Standards for review and approval. YJ - a SUBMTTAL o 28'minimum paved width 6. Prior to commencing any site work,the applicant must submit a Public Facility Improvement(PFI)Permit to • Pavement section must meet current public improvement design standards and details at time 15. Prior to commencing any site work,the applicant must provide written approval from TVF&R for fire flow, W O cover all infrastructure work including stormwater Water Quality and Quantity Facilities and any other work in of application for PR Permit hydrant placement,and emergency vehicular access and turn around. 0 V, oT 1. Prior to Building permit submittal,the applicant must submit an application for approval of street names or the public tight-of-way. Four(4)sets of detailed public improvement plans must be submitted for review to the o (2)0.5'curb l♦ addresses and must pay the addressing fee.The address fee must be assessed in accordance with the current aDepartment. Rn 'ncetin cost estimate of improvements associated withpublic infrasttu o (2)5'planter strip 16. Prior to commencinganysite work,theapplicant must submit allpublic utility' easements,joint access W ti tt °°Engineering AP 0 B P m,Ks �' {� Master Fee Schedule.Contact Oscar Contreras with Engineering Division at 503-718-2678 or OscarCWttpyd- neindin hut not limited to street street u utilities stormwater Tali water ,anti facilities 0 (2)5'sidewalk easements,public access easements and maintenanceagreements for review and approval. ' a0 i gTalky ry ry o (2)0.5 feet public access behind sidewalk aPP (� $ ��• sanitary sewer strcerlipjutE and franchise utilities air required at the time of PR Permit submittal. When the waterai tem is under the Cityof T rd jurisdiction an En 'neerin cost estimate of water ire mvement m o 8'public utility easement across road frontage,outside of right-of-way 17. Prior to commencinganysite woe theapplicant must submit an erosion controlplan asof the PFI W • f7 " Xs tFi I PJ 8 P list k partZ c, THE FOLLOWING CONDITIONS MUST BE SATISFIED he listed as a separate line Item from the total cost estimate NOTE:these plans are in addition to any drawings Permit The plan must conform to the"CWS Erosion Prevention and Sediment Control Design and Planning Z g q PRIOR TO COMMENCING ANY SITE WORK: required by the Building Division and should only include sheets relevant to public improvements. Public SW James Street(local Residential<500 vpd): Manual"(current edition). n ` a The applicant must prepare a cover letter and submit it, along with any supporting documents and/or plans Facility Improvement Permit plans must conform to City of Tigard Public Improvement Design Standards, o Curb moms,sidewalks and ADA ramps required to be constructed at the intersection of SW James 4 Ei that address the following requirements to the PLANNING DIVISION,ATTN: Agnes Lindor 503 718-2429 which are available at G Hall and the G s webwww.ti of Street with the Street A. 18. Prior to commencinganysite work,the applicant must submit a finalshowingthe existingand ^ ��+I( ) tY � page( gaud .gerv). grading l� IL 8 a Ine or AgnesLntigard-or gov. The cover letter should clearly identify where in the submittal the required proposed contours. The plan must detail the provisions for surface drainage of all lots and show that they will information is found: 7. Prior to commencingsiteimprovements,theapplicant must submitplans showingthe followingrequired street 8. Prior to commencing any site work,the applicant must submit the exact legal name, address and telephone beto ensure that surface is directed to the street or apublic storm drainagesystemapproved number of the individual or corporate enti who will be designated as theT'emtitte a",and who will rovfde the graded drainage engineer PP by , improvements to Engineering for review and approval: entityP the Engineering Division. The design must indicate,on the grading plan,which lots will have natural 1. Prior to commencinganysite work, the ect arborist mustperform a site inspection for treeprotection financial assurance for the public improvements.Specify if the entity is a corporation,limited parmershiP,LLC, slopesbetween 10percent and 20 percent,as well as lots that will have naturalslopes in excess of 20 percent N Prol o measures,document compliance/non-compliance with the Urban Plan,and send written verification Street A(Local Residential<500 full-street'improvements,from Sta.10+00.00 to St a. etc. and the state within which the entity is incorporated and provide the name of the corporate contact person. This information will be necessaryin determiningif special inspections and/orpermits will be Forestry vpd, efriProv 8): pe grading� � I with a of approval directlyto theproject within one week of the site inspection. 0 46'minimum right-of-way dedicationFailure to provide accurate information will delay processing of project documents. necessary. ‘ smgnature PP Planner Pecs (total) ♦ bi rlrii o 24'paved width fy,� Op a 2. Prior to commencingan site work, the cant must provide a fee to cover the ci s cost of co and • Pavement section must meet current public improvement d standards and details at time 9. Prior to commencing any site work,the applicant must provide a construction vehicle access and parking plats 19. Prior to commenting an site work,the applicant must vide a performance bond for all public ; a iS) applicant 8 P Pro g Y aPP Pro Pe processing the inventory data for the entire urban forestry plan(Urban Forestry Manual,Section 11,Part 3).This of application for PR Permit for approval by the City Engineer. The purpose of this plan is for parking and traffic control during the public improvements and private stormwater treatment facilities associated with the development. , o fee amount will be for preserved and newly planted trees. 0 (2)0.5'curb improvement construction phase. All construction vehicle parking must be provided onsite. No construction a o (2)6'sidewalk,curb-tight vehicles or equipment will be per mtted to park on the adjoining residential public streets. Construction 20. Prior to commenting any site work,the applicant must submit a Prdiminary Sight Distance Certification for 8 3. The project arborist mustperform semimonthly(twice monthly) site inspections for treeprotection measures o (2)planter strip and public access behind sidewalk(width varies) vehicles include the vehicles of any contractor or subcontractor involved in the construction of site review andapproval. •*74,1. i improvements or buildingsthis application and must include the vehicles of all suppliers and J� during periods of active site development and construction,document compliance/non-compliance with the P proposed by PP� o Urban Forestry Plan,and send written verification with a signature of approval directly to the project planner Street A(Local Residential<500 vpd,full-street improvements,from Sta.11+24.98 to Sta.11+51.02): employees associated with the project � � within one week of the site inspection. o 46'minimum right-of-way dedication(total) y1 7 P� THE FOLLOWING CONDITIONS MUST BE SATISFIED o 24'paved width 10. Prior to commencing site improvements,the applicant must provide a photometric analysis for the review and ■ Pavement section must meet currentpublic improvement designstandards and details at time approval. Theapplicant must submitplans showingthe location of streetlightsand theand color of pole PRIOR TO FINAL PLAT APPROVAL: repro ndtype P The applicant must prepare a cover letter and submit it, along with any supporting documents and/or plans The applicant must prepare a cover letter and submit it,along with any supporting documents and/or plans of application for PR Permit and light fixture for review and approval. Photometric analysis will follow the recommended values and that address the following requirements to the ENGINEERING DIVISION,ATTN:JEREMY TAMARGO, o (2)0.5'curb requirements described in ANSI/IESNA. All public streetlights must be PGE Option B. that address the following requirements to the ENGINEERING DIVISION,ATTN:JEREMY TAMARGO, PRINCIPAL ENGINEER at(503)718-2462 oradeagra. The cover letter should clearly identify 0 (2)5'planter strip PRINCIPAL ENGINEER at(503)718-2462 or JeremyTQtigardor,gov.The cover letter should clearly identify where in the submittal the required information is found: 0 (2)5'sidewalk 11. Prior to commencing any site work,the applicant must submit site plans and a final storm drainage report as where in the submittal the required information is found: o (2)0.5 feet public access behind sidewalk part of the PR Permit indicating how run-off generated by the development will be collected,conveyed,treated o 8'public utility easement across road frontage,outside of right-of-way and detained for revkw and approval The storm drainage report must be prepared and include a maintenance 21. Prior to final plat approval,all improvements associated with public infrastructure including but not limited to 4. Improvements associated with public infrastructure includingstreet and right-of-way dedication,utilities, plan in accordance with CWS Design and Construction Standards and the G of Ti Standards. street improvement under the City of Tigard jurisdiction must be constructed,completed and/or satisfied. The grading,water quality and quantity faei8tles,streetlights,easements,easement locations,and utility connections Street A(Local Residential<500 vpd,full-street improvements,from Sta.11+51.02 to Sta.12+56.80): ty Applicant must obtain conditional acceptance from the City and provide a two-year maintenance assurance for must be designed in accordance with the following codes and standards o 46'minimum right-of-way dedication(total),width varies 12. Prior to commencing any site work,the applicant must obtain a CWS Stormwater Connection Authorization said improvements. O 24'minimum paved width prior to issuance of the City of Tigard PR Permit.Plans must be submitted to the City of Tigard for review. • Pavement section must meet current public improvement design standards and details at time The Citywill forward plans to CWS after reinnin review. 22. Prior to final plat approval,all public utility facilities including but not limited to storm drainage,water quality • City of Tigard Public Improvement Design Standards of application for PR Permit P and quantity,sanitary sewer,water,gas,electrical,communication,and wireless must be completed. Private • Clean Water Services(CWS)Design and Construction Standards • Eyebrow comer per Washington County Dwg#2220 storm water quality and quantity facilities must be provided with two years of maintenance and entered into a 13. Prior to commencing any site work,the applicant must submit site plans as part of the PR Permit showing the 7 w • Tigard Community Development Codes,Municipal Codes o (2)0.5'curb stornwater maintenance agreement with the City. • Tualatin Valley Fire and Rescue(T VFBcR)Fire Codes o (2)5'planter strip proposed sanitary sewer system and associated facilities to be designed and constructed in accordance with the 0 Q City of Tigard and(-Ws Design and Construction Standards.• Other applicable County,State,and Federal Codes and Standard Guidelines o (2)5'sidewalk 23. Prior to final plat approval,the final plat must contain State Plane Coordinates on two monuments with a tie to CZ _1J o (2)0.5 feet public access behind sidewalk the Gty's global positioning system geodetic control network(GC 22).These monuments must be on the same a 5 O 8'public utility easement across road frontage,outside of right-of-way line and must be of the same precision as required for the subdivision plat boundary.Along with the a w NOTICE OP DECISION NOTICE OPDECiSION NOTICE OP DECISION NOTICE OP DECISION SUB2021-00005 RIVERSIDE ATJAMES'IOWNE VILLAGE PAGE 2 OF 38 SUB2021-00005 RIVERSIDE ATJAMPSIOWNE VILLAGE PAGE 3 OF 38 SUB2021-00005 RIVERSIDE AT)AMIiS10NNii VILLAGE PAGE 40F38 SUB2021-00005 RIVFRSIDBATJAMESPDWNE VILLAGE PAGE 5 OF 38LL Z O 1/1 in 2 2 z Q Q {J Qw coordinates,the plat must contain the scale factor to convert ground measurements to grid measurements and 18.830.070 Bond: All improvements installed by the developer shall be guaranteed as to workmanship and material for a period of one year CC Lti the angle from north to grid north.These coordinates can be established by;GPS tie networked to the City's The applicant must file with the agreement an assurance of performance supported by one of the following: following acceptance by the city council.Such guarantee shall be secured by cash deposit or bond in the amount of the - 0 GPS survey or by random traverse using conventional survey methods. value of the improvements as set by the City Engineer.The cash or bond shall comply with the terms and conditions of 0 in a • An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Section 18.830.070. 2 in 24. Prior to final plat approval,the applicant must submit for City review four(4)paper copies of the final plat Oregon; 0 prepared by a land surveyor licensed to practice in Oregon,pay the final plat fee,and any other necessary data • A surety bond executed by a suety company authorized to transact business in the State of Oregon that 18.910.150 Installation Prerequisite tD or narrative The final plat and data or narrative must be drawn to the minimum standards set forth by the remains in force until the surety company is notified by the city in writing that it may be terminated;or No public improvements,inclding sanitary sewers,storm sewers,streets,sidewalks,curbs,lighting or other requirements V CC H Oregon Revised Statutes(ORS 92.05),Washington County,and by the City of Tigard. Final plat will include • Cash.'The applicant must furnish to the City Engineer an itemized improvement estimate certified by a shall be undertaken except after the plans have ban approved by the city,permit fee paid,and permit issued. signature lines for the City Engineer and Community Development Director.Note:Washington County will err. IT, en registered civil engineer,to assist the City Engineer in calculating the amount of the performance assurance. N a ry not begin their review of the final plat until they receive notice from the Engineering Department indicating 18.910.180 Notice to City The applicant may not cause termination of nor allow expiration of said guarantee without having first secured that the Gty has reviewed the final plat andsubmitted comments to the Applicant's surveyor. After the City and written authorization from the City. Work shall not begin until the City has been notified in advance.If work is discontinued for any reason,it shall not be sti County have reviewed the final plat,the applicant must submit one copy of the final plat,for City Engineer and resumed until the City is notified. Community Development Director signatures. 18.830.080 Filing and Recording; m m W Within 60 days of the city review and approval,the applicant must submit the final plat to the county for signatures of 18.910 200 EnvyLeer s Certification Required p p p CC 25. Prior to final plat approval,the applicant must record all public utility easements,joint access easements,public county officials as required by ORS Chapter 92 and Section 18.830.060. This plat must be recorded with any deed The developer's engineer shall provide written certification of a form provided by the city that all improvements, access easements and maintenance agreements with Washington County and provide a recorded copy to the workmanship and materials are in accord with current and standard engineering and construction practices,and are of J CDrextrietions required as a condition of approval.Upon final recording with the County,the applicant must submit to the S m 5 a+ City. City a mylar copy of the recorded final plat.This must occur prior to the issuance of development permits for the newly high grade, prior to city acceptance of the subdivision's improvements or any portion thereof for operation and Q Q ° created lots maintenance. a Z Z 26. Prior to final plat approval,the applicant must submit a Final Sight Distance Certification for review and di m hi ea approval Final flat Application S rbmission Requirements: THIS APPROVAL IS VALID IF EXERCISED WITHIN TWO(2)YEARS OF THE s a w Z 3 WI Four copies of the final plat prepared a land surveyorlicensed topractice in Oregon,anddata or narrative. EFFECTIVE DATE OF THIS DECISION,NOTED UNDER THE PROCESS AND e e 3 u en en 8i P by necessary so 3 am a, _ M 27. Prior to final plat approval,all existing and proposed utilities must be placed anduground. The final plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes APPEAL SECTION OF THIS DECISION. m '� o 'o I d (ORS 92A5),Washington County,and by the City of Tigard. 0 OJ 0 CC a = > �'-T 28. Prior to final plat approval,the applicant must provide evidence that the Homeowners Association(HOA)is SECTION III. BACKGROUND INFORMATION formed and the Covenants,Conditions,and Restrictions(CC&R)document is in place with language in regard STREET CENTERLINE MONUMENTATION MUST BE PROVIDED AS FOLLOWS 6 to the maintenance of tracts and private accesses. ,Site and Vicinity InformationIt (Si Centerline Monumenmdon The 24-acre site is vacant and located adjacent to SW James Street and south of SW Alberta Street (2S103CB00800). ll�� co 29. Prior to final plat approval,the applicant must pay a fee-in-lieu of the construction costs for the street v� aIn accordance with Oregon Revised Statutes 92.060,subsection(2),the centerline of all street and roadway rights-of-way Proposed lots will range in size from 7,510 square feet to 8,645 square feet.The sire is zoned Low-Density Residential r S• o improvements terminated short of the western property boundary for the future extension of Street A.The fee- al (R l properties opVliP1 ashall be monumcnted before the accepts a Area improvement. 4 Adjacent ro ties are also zoned R4-5 and developed with sin a detached houses. in-lieu will be based on the engineer's cost estimate provided by the applicant.The City will review and approve othe final amount for the fee-in-lieu. The following centerline monuments shall be set _ y[ ✓ Property I-llstory m •• All centerline-centedine intersection points; A search of land use records showed the following r IN ADDITION,THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF • All cu sac center points;and - A lot line annexation adjustment(M1S2(ZCA1999-00006); 3 • Curve points,beginning and ending points(PCs and PTs). A line (MIS2005-00015); g p T. c THE COMMUNITY DEVELOPMENT CODE.THIS IS NOT AN EXCLUSIVE LIST: - Four pre-application conferences(PRE2005.00087,PRE2008-00003,PRE2016-00040,and PRE2021-00001)for 0 W 9 subdivisions;and 7 W a All centerline monuments shall be set during the first lift of pavement. S1 IL 0 18 830.070 Improvement Agit-envr.r - Two subdivision applications(SUB2008.00004 and SUB2017-00001)that expired. 1 1 Oi Before City approval is certified on the final plat, and before approved construction plans are issued by the City, the Monument Boxes Required - No other previous land use records were found. N applicant shall: Monument boxes conforming to City standards will be required around all centerline intersection points,cul-de-sac center M o points,and curve points.The tops of all monument boxes shall be set to finished pavement grade. SECTION IV, PUBLIC COMMENTS CO WW 1 • Execute and file an agreement with the City Engineer specifying the period within which all required M 1 F Q U, improvements and repairs shall be completed;and 18.910.120 Utilities The Tigard Community Development Code requires that property owners within 500 feet of the subject site be notified CO Q c • Include in theagreementprovisions that if such work is not completed within theperiod specified,the CityAll utilitylines including, but not limited to thoserequired for electric,communication, and cable television of the proposal and be given an opportunity for written comments and/or oral testimony prior to a decision being made. Q PIpc may n8+ nn8 ash complete the work and recover the full cost and expenses from the applicant. services and related face ities shall be placed underground,except for surface mounted transformers,surface mounted Staff mailed a Type II Notice of Application regarding this subdivision to affected parties on October 27,2021. On connection boxes and meter cabinets which be aced above ground, rem trill service facilities d November 4,2021,staff received a phone call from Scott Quinn with concerns about stormwater,sewer,and easements. • The agreement shall stipulate improvement fees and deposits as maybe required to be paid and may also may placed go d temporary utility string provide for the construction of the improvements in stages and for the extension of time under specific construction,high capacity electric lines operating at 50,000 volts or above. On November 6,2021,sniff received an email from Max Gte ate requesting to view application materials.On November W P16,2021,staff received a letter from Allen Danforth expressing concerns about the development erari a lot of conditions therein stated in the contract. xP n8generating FroJeet ✓ 18 910.130 Cash or Bond Required traffic. No other comments were received. JAM ESTO WN E VI LLAG E N 9 W. NOTICEOFDECISiON NOTICE OFDECISiON NOTICEOFDECISiON 131-029 M SUB2021-00005 RIVERSIDE AT JAMPSIOWAIIi VILLAGE PAGE 60P 38 SUB2021-00005 RIVERSIDE AT JAMESTOWNEVILLAGE PAGE 7 OF 38 SUB2021-00005 RIVERSIDE ATJAMBSIOWNE VILLAGE PAGES OP 38 U l IVY U ENGINEERING m Sheet .o CO CO.2 COT CASEFILE#SUI32021-00005 LEGEND 0 a � PROPOSED EASEMENT LINE ,, _ N PROPOSED CENTERLINE 1R -I o PROPOSED RIGHT-OF-WAY V 0 ± s - - PROPOSED LOT LINE 0 " Z 0 •I 0 BOUNDARY LINE _ � isa- - SIDEWALK TO BE BUILT BY HOMEBUILDER — ;7 - 10 FOOT DRAINAGE EASEMENT I SIDEWALKTOBEBUILTWITH W • 0 0 I.. .. .• " ' FACILITY PERMIT d (7 : .. r. m J a ... .. ::.�:.SVkk:•iAL•:BEf3T.�;:•VTR:EET•.•::•:::•::•:::•::•::•::•:�::•:�::•:�::•:�::•::•::::•::::•::•:�::•::�:•::�:•:�::•:�::•:�::•:�::•:�::•:�::•::•::•::•::•::•::•::•: M wM? I M ............................................................................. PROPOSED PAVEMENT al0 M T -T J I 1 PROPOSED STANDARD CURB &GUTTER 0 10 a I as I I I I I I I EASEMENT NOTES 1' " CONAGA PARK " 0 8.0' WIDE PUE. I M COTEMPORARY EMERGENCY VEHICLE ACCESS Y. �'Cr N EASEMENT OVER LOTS 8 &9. : ' a coo EXISTING EXISTING 20.0' PUBLIC WIDE STORM AND o.. i i I I i I I I , SANITARY SEWER EASEMENT TO REMAIN. I. 0 9 8 ©� 7 8 5 4 0 PROPOSED 20.0'WIDE PUBLIC STORM & J�� SANITARY SEWER EASEMENT TO CITY OF TIGARD. � � r4 I I I I I I I elk VARIABLE-WIDTHTEMPORARY CONSTRUCTION '. t > EASEMENT OVER NEIGHBORING PROPERTY I I I I I I (TYP). - - - - - - 10T - - - - 10T - - - - 10T - - ��9°� TLD - 92' - - - L - 1 TRACT NOTES a_ H !, TRACT A ' « /— — — — — _ M 8 7 I STORMWATER • 1 . TRACT'A'WILL BE A WATER QUALITY AND DETENTION A 7512 SF , I © 7510 SF jI 1 7510 SF a I - FACILITY / 6 TRACT, OWNED AND MAINTAINED BY THE HOA, WITH n I 5934 SF •. J �I I A STORM SEWER, SURFACE WATER, DRAINAGE AND I 7{ 8732 SF I L — — — 0 L — I n /- I I DETENTION EASEMENT TO THE CITY OF TIGARD OVER •�•I15,0'E 0 6 '.' �/ I ITS ENTIRETY. 430 y-T07�v..w. -:.. , ^ t r Sip a.� .-......�...-.-.,.,.^p.-.:a�.--:-•-.•.-t..-y..-..7' 10...:•.•.:aa:•.•:.a: :•.•S7' 9s 9 ��. Z�/ / 1 2. RETAINING WALLS WITHIN TRACT'A'WILL BE OWNED w ;55..•e_..•-�.•55555.!M ■.•_•_•.. _•.^._..•-......•.•_._^.. ,._...w...,^..:_,^....."•--•-.--•-.--•--.v--•-.--•-•--•-.-.-. AND MAINTAINED BY THE HOA. t7 CC :. 1 . u'\••- �� •. :::: :'fit/ f:B:I ?t £ 'L , :: ER'f : ::: ::: :' : ::: :::' ::: ::: ::: :::•:::•:::•:::•:::•:::•:::•::: ••: ••: ••: ••: ••: ••: •••••.. ... ,,.�.•. �. I \ 1 5 I 7936 SF I I w SETBACK REQUIREMENTS R-4.5::.� Q z :'.................-Reg 0'• C - - - - - - -- - - - -- - - - mikv t. + .. w FRONT BUILDING: 20 FT. IS , \ ....:.:R68.. ....0..... il: - - — - - " SS.::110' 110' 7T `J; —128' SIDE YARD: 5 FT. H r� STREET SIDE YARD: 15 FT. rn I I a " 1L 600 REAR BUILDING: 15 FT. Ce LU o 1- rI 2 pI 3 ie..ti 1 4 I Z aw 7719 SF I 7711 SF 1I 8442 SF , 1 •' t; a 7502 SF Cr L. —I L J �a 1 - I REAR 2 0-IIL_ I .. .. .. — I r-- i --� o 110' 5 r424,0' -t .� -• - - - - _ v::; :-:.( I 1 w Q :. t7a cc H 15.0 I 5 0' I STRTT SIDE el�3l on �R$3 I ,_ R766I I SIDE I 20,0' I u e • I I FRONT I I ., TL 700 I I I 11 I i " WILLAMETTE PLAT 2 " I 1, I I L--1--J al al W R188.0 : a a a °` 12 11 10 I 9 �;:`. ' ••I g mm d a, v © I Q► ,>: '. a a_ SETBACKS R-4.5 e r ..... ..... ............ - - - j / .::::. Y r.. 1.1 e w i e e 3 .......... ......... .,...,... m '� MA I :::. .y.rV......... :{{� f.. ......................... C C et a S • a ,.'` {.I .:::..SV1t.JAlVFES:STREET::. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:::•::..:::::::::::::: N ..r.,. "✓`�. '•:^:pr�.s..ivJ:MM�i?,CM1.'.xli W.4.✓"✓' i+::t,:rZ..YY tiM••y��yi{..fic S.cy,: , `'nY\ �` ti!s� i✓fQ, M �%�. �. ,..) 4J.?:.AX ^�; '�' , . ............ 8 i P I - / i a to 9 Nal 1 O a) ag c < a 5 I aFro-ed T- JAM ESTOWNE VILLAGE O c l — SCALE No. 40 0 20 40 131-029 Trat ral 1 MI =40 Fti EET ENGINEERING a) o Short co COT CASEFILE#SUB2021-00005 C0.3 LEGEND - - - RIGHT-OF-WAY LINE O I - - - BOUNDARY LINE - u+�y EXISTING LOT LINE J. 15' CCP OUTFALL - CENTER LINE V " J± 2 IE=±220.0 - SD -SD STORM DRAINAGE LINE Z a 2 PIPE SLOPE=19.3% a -%SS xss- SANITARY SEWER LINE 0 a —%yy xw— WATER LINE ore ATYPICAL STORM INLET 0 EX. SSMH —XO XG— GAS LINE W Z f] (LADDER SOUTH) XCOM COMMUNICATION LINE RIM/TC=225.05, GUTTER/IE=±224.0' RIM=±248,8 UNDERGROUND POWER LINE O (2 IL UNABLE TO DETERMINE PIPE + EX. SSMH XE XE— ELEVATION OUT W !'k / OUT(E}=_242.8' - Vd ww N —XOF1 XOH— OVERHEAD WIRE ��yy R (LADDER SOUTH} li -�-.writ ae " - 0 �XOHlXOH- -XOF�—XCti�XOf1�X0 X• • ,Ff - XOH AUM— 0 a0 10 FOOT DRAINAGE EASEMEN 1"'i,+ K IL c •i- c. . - �+A'1!1 ;. ,..; .... RIM=±251.8' W (� ), XSS X55 XSS XSS XSS %� %SS OUT( ±241. 5 XSS XSSrS_ X X WOOD FENCE(AS NOTED) >' `01 N • ( ei c , Sl / ALB R4 R E T .ti 7'Cs, ——— Z g EXISTING '2' CONTOUR ATYPICAL STORM INLET ��. .,.... I \ \ \ ` ` \ \ \ \ \ _ - 200 - EXISTING 10' CONTOUR F a �� j \ \ �X XL' ,.- �� WPM Y[YHU Yenta-- ICI PJM/TC=226.10, GUTTER/IE=±225.1' / ,� ifl1� xeetr • „ CONIFEROUS TREE It y� UNABLE TO DETERMINE PIPE dr - • A - xX �" Y X % ..:;4-_-_-_,_ - - - XW xw—`s'-XW - XMt xw— XW XW xw —XVt XW ' — ?r DECIDUOUS TREE F. a a ELEVATION OUT T I I i I I I 25p ;, '*/ 0 CATCH BASIN/DRAIN INLET — I I I I ` I I I I ■ STORM DITCH INLET N ? 1I ® STORM MANHOLE I I I I Ii.,. / I I I I I I . r' } I �20' SANITARY AND STORM ® SANITARY MANHOLE Y, o c�p� ( OI SEWER EASEMEN PER II WATER VALVE DOCUMENT NO. 2 16-087571 § �� " 0 O N A G A PARK " ENa I I ElQS71NG FIRE HYDRANT ASSEMBLY I I I �lLDIN6 ® WATER METER I I I I I WS GAS VALVE J�k 0 I I I5 I I I I 111 GAS METER 4 STREET SIGN �� y, > • 5AIN GALLON -Si y. -oAINWATER TANK 10 9 8 I-J15'STORM WATER SEMENT PER 6 8 4 8 MAILBOX - -' I I/ DOCUMENT NO. 20 8-036263 ® ELECTRIC PEDESTAL IA AND 15'SANITARY S ER 0 I .� I ', I I eEASEMENT PER DOCUMENT NO. I I I 4 LIGHT POLE I I I * 2007-044103 I 7 I I POWER POLE t COMMUNICATIONVAULT erf �r_ ----- - t� ��- .N" N t I I `' {• - - _ — — gII— -- - - - ' x -x- r 52.2 6 $0 -- x X —X - L UTILITY EXTENSION /' rJ/ �/ I�fri // - �^✓ ' Jr 1 1 r� i FOUND SURVEY MONUMENT AS NOTED /I( -, - — r -- ! EXISTING CONCRETE 1 J// / / r" f' I )1C- r X ,^ - f r r -- li . I EXISTING ASPHALT PAVEMENT w / rr rr J rr -- t7 �y j r'' _ / r Q V i — — ——✓ r ' O I EXISTING GRAVEL SURFACE t Lu / / � ..--- 4.-— r r---- ..- , - z / / r•-' ,- ..- ---1- MN EXISTING BUILDING FOOTPRINT 0 5 7 ;, / , / / /, ) ! _= EXISTING WOOD DECK , d 0 � , � r •� � X— X X X it Z TL 900 .: i� / e. ' l ,..'' ~r ~~ r•°'...•f Y.r�'y i ,^� �S -J�S} "4� I X > EXISTING TREE TO BE REMOVED 2 a W "�' - ^- ^ - • ~ ~~ / / T• EXISTING SLOPE DIRECTION ri V Q C i;a �..".'.. // Stis yA.r. r'.' © / O Q de .•-'j — — � o= ..--' __— __ J..,-"'�~ii�_----'-s` 4- TL600 I DEMOLITION NOTESCI „ cc in „�� yC* i"r /�J -�'I � ■ :y_�-- �� ,,.^'' X EXISTING CONCRETE TO BE REMOVED. th w Q r 'i \_� ...,""4 4.- l`— ____�..-- �,.. --•^-� __ �n\ �.i. .,. mil_ �_ • / x - / EXISTING FENCE TO BE REMOVED. {L E I i sr 1 -- — — / `_ �If89'49 �_-" 6' t ' '` '^•;;M' -�" r - N89'49108"E 120.97i x en er. e., T ' � �X a �S ifsai-If —— --� 266 k--T——— r I ^ EXISTING METAL POLES/PLAY EQUIPMENT TO BE �N3 �N3 N 4 ~-~-^ ;., ,. -- E i» x - ��ss r I LJ REMOVED. u e PRIVATE ACCESS `" 2 '� I d'4 / 4 EXISTING MAILBOX TO BE REMOVED. Q EASEMENT o I -- fl O d d PER DOCUMENT -- ~ xJ c �- r ° ° ° W 0 , - �5 EXISTING CULVERT TO BE REMOVED. 0 0 0 4: I NO. 2005-137090 __r a�-- ✓n� _ /I; �isiDIN6 tX L Ti TL 700 I I p6 EXISTING RAINWATER TANK TO BE RELOCATED. g m a ji Q I " WILLAMETTE PLAT 2 " \ / et. v. . I M r z ( y= J yr;E I 0 REMOVAL OF OFF-SITE TREES AND TREE LOCATED ON T ^ ; K `17- PROPERTY BOUNDARIES REQUIRE PRIOR WRITTEN c -�� e 12 11 I 10 \b��4.87 l EX. SSMH CONSENT OF THE OWNER. Ts e e 3 ? `3 S a1 Ra25o.0 • / O RIM=267.2'± °_4 3 CO d 2' PVC —1 1"S•42'0 •" 10' IN(Wj=254.85 O8 EXISTING TREES TO BE PROTECTED . E •5 •• •g d e a . SSMH PVC 8e•58!Y, W 0 0 4: a` x 10' OUT(E)=254.65 DURING CONSTRUCTION. II PJM=271.1'± �� 8s' a - - - - LADDER SOUTH REMOVE EXISTING STORM LEAD AND �'? 10' IN/{ J =259.11 N?°_. t ifaiyc="'` �, 9 v 10' OUT(E)=2 8:91; // -• 270 ;�:a - - 8 f .' -. 7 4 _` . NONSTANDARD STORM INLETS. t M. S2 0 H LADD - 1 i.' H `'� ' .-::- XSS XSS XSS XSS - XSS XSS XSS - a XSS "XSS X X: EXISTING WATER METER TO BE RELOCATED. r� 0 10' OUT E =259.75 t ' r 5 `t `° ` 10 CONTRACTOR TO COORDINATE WITH HOMEOWNER jv o I ( } i Q 413�rQ SW JAM ES ST EET - AND PROVIDE 72 HOURS NOTICE BEFORE RELOCATING1 i P P O - - - - - - - - - 1 LADDER SOUTH ®J � .� =�4 : - a;T y%"r ,r rc^" t °v. .,t '�r v n ^ yT . =- �_- / �i �5 ` / -�� WATER METER. �t t .- .till -Sit iE ^� " \ 1` '' ' 1 LOCATION OF EXISTING WATERLINE IS APPROXIMATE, r iI -- PRIVATE AREA DRAIN BASED ON AVAILABLE CITY MAPS. CONTRACTOR TO g ;till - e' FLDVEFYWATERLINELOCAON. Z e l CCC°°°�� RIM=±271.1' mm L� o - - - - jtilk -- 2' PVC OUT(W) O EXISTING OFF-SITE RETAINING WALL TO BE DISTURBED 11 EA a '3 C~J_ RX 12' PIPE PIPE 12 Q DURING CONSTRUCTION. CONTRACTOR TO REPAIR S t IE=±269.4' WALL TO EXISTING CONDITION OR BETTER. TAKE J = rnl rXW IE=±270.4' g GI 4' D.I.P. 8' PIPE PICTURES OF WALL BEFORE AND AFTER CONSTRUCTION ni a - - - - - - - - - - (NOT ACTIVE) IE=±270.0' FOR VERIFICATION. m 8' PIPE — r 13 IE=±269,8' EXISTING PLASTIC COMM BOX TO BE REPLACED WITH g 8 coNIR Q c TRAFFIC RATED BOX OR RELOCATED OUT OF STREET. Q C COORDINATE WITH ZIPLY. c EY a Project N JAM ESTOWNE VILLAGE O r4C) 40 0 20 40 131-029 TyPe Ul MI 1 INCH =40 FEET ENGINEERING o Shoot CO C1.0 COT CASEFILE#SUB2021-00005 0. LEGEND flL ---—$02- - - - EXISTING 2' CONTOUR "' j� —300— — EXISTING 10' CONTOUR V i$ -� ,�c� 302 PROPOSED 2' CONTOUR Z e� i a 00 -1-0 , 1 Vl i 0., XOH=XDH dI— —XOF1lX017 — �(OR-- xr La* r X0PI X0R_— AU� 7 f mM — XOH MR= 30� PROPOSED 10' CONTOUR U 10 FOOT DRAINAGE EASEMENT // ;•i '; XE t t 0 0 0 0 PROPOSED TREE PROTECTION ~ o .... .... .... .... ..... .... ... .... ..... ..... .... .... . FENCING,•<- a < .I........ :::::L:::::.:::::1 yq'{ ` A :C R . ' f�E T.:::(.:::::::::.r...:::::::::::::::::. a ::"`::.m'::: •::::'::::::'::::�:":::.i'::::. ':::::':::t.':::::...... ..... ....k.... .....5,4.;; ..::: :::::: '......., ..::::::::..: ,......................:,.:,;,;:::'::•::': :::.':::.':::.':::.':::.':::.' PROPOSED FLOW LINE a G. y,�� PROPOSED CAST-IN-PLACE - T - - - r - - - r _--- �E?"^ I RETAINING WALL W = a o I 1 ` '•� t// PROPOSED ALLAN W • 0 I I I c I I I I " " " " " " ' BLOCK RETAINING WALL Z c4 I I 1 ` c `•' 1 / I I I I Z & 5± I' Q 5.0 r— ~ EG=285.0 TW = TOP OF WALL I.I FG = FINISHED GRADE E g d " CONAGA PARK " I 1 EG = EXISTING GRADE I I I I I I I I I I °'' 1 I I I I % GRADING WITHIN CRITICAL ROOT a c •.•,iI // ZONE. SEE SHEET C'2.'2 FOR ARBORIST ` r,, / NOTES. y. /p. N 14 O 10 * g a .i e / 7 6 5 4 \ a x GRADING NOTES I I I .., I I I I �,I,� 4, re ,� ` 1 . FOR GRADING REQUIREMENTS, SEE GEOTECHNICAL I I I �*C. I I I REPORT BY GEOPACIFIC ENGINEERING INC. DATED `��- J o / • '* --- 7W:21 TW:2E8.6 I - 06110120'21 . ' j / A6 r-250 r -- 44 FG:251. r L y. - - - - �A4 �_��- 255 �(''` x 2. FOR ALLAN BLOCK WALL DESIGN, SEE REPORT BY 3 ��!� 253` =265x 65=EV-� =255„aa:267:268s �i► pli . . . . • `� GEOPACIFIC ENGINEERING INC. DATED 01/13/'202'2. TYV?58.5---_ riT^� r , , -258 GS' 1 258-29_ : =Ada ' • -` --- --r I r r $ 7 TW2bB.b� • MWAT. - . FG:261.b �+ /rr ,fir '� 1 r, r/ TIN:2E8.0rt.' �- •CILT` i/i AL i _-.r ''FG:2b1.5 • •' 7W:258.5� I • g56' sr I r litrsti ' 1W 5Q - r }� �� ,AI rrf� � i •/ �Fq:251.$J '-lr/ I Ira _ .�'_ ---�7- FG:258.6 it 7W.?58.0 f- t:iX:•:g..:tni:;•::._•I-..r> -:. c �::c::::• ::::: : ::::•::::::;:" :•.:• :i•,: .: Fc:zbs.a y I _' .-: 55I;5 . . :;5,4�:C; a ,, — ' r . _ t.. y 111 5 .4Q. I w • / ? a7Ct::Br1RO — Rf�: C E:: 269....... o, r �. se `'•: •i ie!:"• '.!:.S!u!X: 262,,�.•,, 1 i•:':: • .!::! .....,........:'a:4 dd..!du!O.!.L dd.Q.4.-.. ..!d..•d_..•°rd.dd.d.�.d...d.dd.dJ..?...t.•..-..._:�:.d...d....�.r..... �..... - -.�l\':•s ' .._. at 1 �� - I r...,0'" / f J 4 1 ".c6p L 4001, ON /� `- = 268 . l TO`'�►r+ `..�` �rr r— .- I :.i#a;t.: I ' a w .r I L w O� 1 �J ~~---- - :. '� • < I:'. �4'�j'1 � 2&6 fir - Q f I d 1�. 1lr1�• : � . I ff` Lu V \ TL 700 I " WILLAMETTE PLAT 2 " f s ";° e;, I I N N ti 12 11 10 Y ::�. FIC: I J ... d d d N Y Y LL 1 et f0 f0 f0 W /1 m 1 �- 1, " A7 ....,... . PERMIT � r •• Z n+ r 1 ., TOP OF T I .ea':...y�...i. ...•�.. : ...........................................................................................T. y ... 1.. N t ..':::: :::::..._.._; .; .::::::::::::q : ::::'`..::: : ........... SLOPE EOUNDARY .0 a T5 i ° `- :::.. „r :.......::::::. : f�:::::. :: 1cIF1 ^': r: :ir: . . . . : ::: ::: ::: . :::. ::. :.: {{yy i ........ „„.. - ::::::::: >3 . : „B 14:,► era fit;.,�y',;v,_ •:t. ry.. f. ----- ..,. BIlT2Fi. e = ci d w .1 : : : : : :.:::.....::.. _ 1 q�as a��:,L '.,_, Fs . r�eez r., :!.'.' H2 3 •- �---- _4 —/ ;..vs a'-. Y s��s ^ ; :ta' �v�,.�.i. .r 4 ... ( f , !- MINIMUM AND 10 d G d ° `o d .ten d - - - - - - - - - 1 r �® ..:: •• l".. _ — ::. v X.'C^�.... — — — — „ ,',,,,,• 0 0 CC d x �i .-. co �� :�ti:::;::: ter.• _ • rY -.ram \ t FTMNOMUM .....�....... �...... FERMIT A. c° 1- :: i:::: : :::f"'y:::: AREA TOE OF N - :,':::::::::::::' :'::: � ', j' BOUNDARY WE =PE CUT aa ILL NATURAL OR � — — — — '�' ..........ter FINISH GRADE 8 liPp 1/:::: r Hj26UT2FTMINIMUM _ r AND20 FT.MAXIMUM Z . ill m NATURAL OR FINISH GRADE (gL' 11 :4! ‘ m PERMIT cot] ft 'i 9 GRADING SETBACK DIMENSIONS PER J g 3 N WCGO-14. 12.300 FIGURE 4 m 1 lri NTS I PI / R CA a6ppp�� c Q o .5) project N JAMESTOWNE VILLAGE O M — — 400 0 2� 40131-029 0 IMI S TEPe u 1 INCH =40 FEET ENGINEERING m •o Sheet COT CASEFILE#SUB2021-00005 C2.0 , 1 <� M I I I 1 1 1 w I I I C I I I I I D . 1 I I * II I I Sh 0 a � — — — — x —x— .x ..-_ !x x 6�� r x — — L a x 0 II PI CO /� IZ 8 I 7 I ORMWAT\R ,* 6 d a r..7. -� 1 I ill Wy� 10 I --�� W . ° oi W M i•:'.5•.55� •t•..•..•.•..•i.•.r•,•,.• .• ♦...w.7� 4t.t.!didw•.t.!.'dtad:9A!:iYid.S!didu J:•,' \ •' / /� g :4.-.A-/N-1.e._..�p.. �.�ee�ee..e n.............ci•-•.....L...Pbe•........ . a . • L�/J IL ,;fii�•ii i` / Y ,i J��i.,D�i•1, .'i�.;�;�i;�;ii Y ��` • •• f 7.„ \ e+oo s+00 s+4e "" a �._ goc Al 1 ::::::1:::::::::::::::::::::::::a: a::::::::::::::::::::::::::l:::::::::::::::::::::::::a:::::::::::::::::::::::::}:. ::.... ... ...I... 4-4,•12: , I I �' I I �A a �s a. %:i: L y 1 k �i ` :::., �, lid 1 ..... 4: TL 600 rtis 1 I 2 I 3 \ ., 4 a . I I 1 i�;i Cr :s J .......... ......... , c. a 03/4• 4..f ...-.LYL -mm,X 1 g 1 . ).( - - )1( X -•- aa)Ite X I I " yIf/ > I , — I f \ , • IL 700 I " WILLAMETTE PLAT 2 " SO . ::: I m. I I I 12 11 1 10 I w 411 ......................\ . — — — MI; — — —1 t7 I •�. M' N, Q ♦n nY�T � • b . . ? J -- . ....... . . f: SVu: FAMES:�TREET: 0 '' ' • • • I ?! W. >y:: L<.^^f' Lar�o.. 'y�'::'y..''y''K:�'T.nonTy TVr<:F z .......::: /// A�NN�T>� 1� '( µ r 1 ... ••fl-.-,...•`i_.:: #:„..-T?��.�,•-G�-.'!L.„...�°T,y� .„..'.�., c 'r, .in;..••••.7 Isn w SITE PLAN VIEW Q z 0 HORZ: 1'=40' {) Q CC CZ w e 270 r 270 (II) 0 w cc cc 1 1..0 a 17 > {J cc H 1 265 10 N N 265 01 Mi d d c c c e PROPOSED WADE —,N _.��- 260 �� ~~ ~��` 260 r r 01 T n er et y O �� e e 3 .. • w 19 �I a 2 1COSTING GROUND c" c` a = 01 ..-- co 255 /! f 255 co / ii N lyV'�1 N , li P I 0 "§ Miii m 250 - - 250 re I g p 16 N a 1If al ao 245 - - - - 245 5 9 c Q a E 4 rn 240 240 project r 0+75 1 +00 2+00 3+00 4+00 5+00 6+00 6+46 JAMESTOWNE VILLAGE N SCALE ft O *K----'.--.-) � 0 � � 131-029 c)Ul ti 1 INCH =40 Fmi EET TYPeENGINEERING SITE SECTION A-AaHORZ: 1'=40; VERT:1'=4' Sheet COT CASEFILE#SUB2021-00005 C2.1 LEGEND Los. g „ • e EJCISTING TREE LIKELY TO BE RETAINED 0 N I—TREE NUMBER EXISTING TREE TO BE REMOVED 'R05 a 2 / - ---302---- EXISTING 2' CONTOUR Z •a z a 7 - ---300---- EXISTING 10' CONTOUR IR ° U — r 7 i_ - - - - 362 PROPOSED 2' CONTOUR VN = 0 10 FOOT DRAINAGE EASEMENT E 0hr �"-xOH�COH XG49�i(Oli 7 0Fr Xl n XCN -x0� -7tUF� xaf+ MTh+ �' 360 PROPOSED 10' CONTOUR W , Z 0 - ....l:Y.:;.:4;:.:. ':':':':: ':':':':":':'::: ':':'4,':':':':':: ':':':':. ':':':'i.':':':e.':':':::':,•:•::"•:•:•:':i'.'4.':':4:•:'::::::4:•:•:•:•:•::t.':•:•:•:•:•:•:• ,•:•:•:•:•:•:•:•:•:•:•::;,•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•;4111,C':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':': 0—0— PROPOSED TREE PROTECTION 0 i 8 FENCING m � hti7, ,I.•;C3•;.:�,.:.t.•;:'::'.:':.':.•(:.... ::::�•::::.1::::�:::::. •::::.�::::.�;:.•:.•:C:.•:.•:....... ....1 ..... r' '::::t' •:::::::::'::. .."::'::'::'::'::'::':......... .: PROPOSED RETAINING WALL � � ............................................. a 1 4 xw xw xw xw xw xw XW xw XW xw �cw --.x ' _ XW XW XW xw XW XW XW XW XW XW XW XW T r r ` TREE STAND EDGE/DRIP LINE . a el / - I - - - I - - - I -�^ •:., , - - -I- - - -I - - - - - - - - - EXISTING TREE DRIP LINE TO BE Z gZ HI g a -- �'':25Q f, g PRESERVED AND PROTECTED �+ a I I ::;•4C 1' ! I I I TREE PROTECTION SPECIFICATIONS �I.. O 1 1 I .4.i_- i / / I I I 1 I . TREE PROTECTION ZONE.THE PROJECT ARBORIST SHALL DESIGNATE THE TREE 1L a i f 0 PROTECTION ZONE (TPZ).WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE •v= : , j Q DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE / INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE • C O N A G A PARK I DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT 1. j' BE UNDULY DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON • - 4 r) I I I I I I I CONSTRUCTION DRAWINGS.AREAS OF TPZ ENCROACHMENT REQUIRING ARBORIST r. O ! I I - -y I -°'"' i I I OVERSIGHT ARE IDENTIFIED WITH HATCHING. O% / <: T 2. PROTECTION FENCING.ALL TREES TO BE RETAINED SHALL BE PROTECTED BY , ; A 1 , _ *322 �"`�'� V 5-FOOT-TALL METAL FENCING UNLESS OTHERWISE APPROVED BY THE CITY • 10 , 9 8 © \ 8 5 4 MANAGER OR DESIGNEE. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS flu 1 x / PLACED NO FURTHER THAN 6-FEET APART AND SHALL BE INSTALLED AT THE EDGE J re ‘.. __,...• 1 OF THE TPZ. - I I •"'-'' I "..../ O� 19 I I I 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO V y > 1 lI ( eq, r ,`� I _ * ' \ f ( I DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY - I '�f1 - , CONSTRUCTION. .� '< //' -•-•Z�- f l- �}•' _ 6 -/ ,-i 4, / / {'" - 4. CROWN PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE W — - - -, 245 i lr . X - - - - PRUNING IS NECESSARY ONCE TREES RECOMMENDED FOR REMOVAL HAVE BEEN .1, ' '+ 250 .�2. •��254_255�� ✓;y L . . . . :n.n,. • M1 ' 7 257�258_ — 7 �� :- A. .. y 4`._ REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING • �� ~ 7b6= 2s �~ \ SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. ili :. �• i 8 $7 1 MWA •. J .: I p 5. TREE PROTECTION ZONE MAINTENANCE.THE PROTECTION FENCING SHALL NOT BE �`'"`' ii'.` ,+I� �'P� J �6 91' I r r/ 4- CI " E MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE fret fi! i // - , r • '' ON 4.' • PROJECT ARBORIST. tax• •LV' •., / - '\ it I r-_,• r� `� - - - - !Y , I '�i'1l� ..:::_ / ci - ► 6. STORAGE OF MATERIAL OR EQUIPMENT.THE CONTRACTOR SHALL NOT STORE S0 r� ter/ I '. .. I tom— \ r ♦ �~ / r _ '*,c / / 265 ' , kk �` I .. / - / ,r :Ott% © I MATERIALS OR EQUIPMENT WITHIN THE TPZ. �,� i / gels._ �- - ! �; _ i 8 7. EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE W /. f _./ / _ 8 .: AVAILABLE. IF EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT W w we d _:'■ �::-- '•sr•"'v' . ;i. :J 1JO'>. '••' i ! �' / ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS ;t r.• , ��■ -r��._-._-,iii:, ::. :.: j ,~ -axe =''= "'' - 1 •I:. \ 7 TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE TPZ SHALL BE Q� Q . • re -., '. '::::::::::::':' ::.:.: •~:::: ::: ::: : •.. •'.?':• \ r `� •5 UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST.THE TL 900 !ti -" "'•"' """•"' "-"-"-"-"'- `'"'' �R Y-' _�." % CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ARBORIST IN A TIMELY Z {r :: �:�!:::::::::::::::::::::: r"' 6 ^• �n� - ..- I MANNER PRIOR TO OPENING OR ADJUSTING TREE PROTECTION FENCING AND�¢ :::::•:+rr.::::::::::::.:267...::::: :•: .................................'::,.::::::::::::::::::::::::::::::::. :.. .?�A:'::::::::::::::: ..... ..250:.:.. ••:;:•::. .3G7��- w o P - _ • \ WORKING BENEATH PROTECTED TREE DRIPLINES. Z ;4- - �0 :3 :i:5.-..: :_.— • F - `: .1 .• \ -.•. _: r.,.� _ ......................................:-::.a•:�:�:....,..:_r.... ._•............................ .............. ...� � ::... Tom':•••• �' HYDRO-VACUUM EXCAVATION IS REQUIRED IN THE UPPER 3-FEET OF SOIL WHERE _S r_ '. - i 261... +-• • v, \ STORM LINE TRENCH EXCAVATION IS PROPOSED BENEATH THE DRIPLINES OF OFF-SITE Q C .sr ---- 1---✓ v,.. t: v..v.,- 61 ,.�.; f-,r� /�r--- • �`, �•• ,�‘ >;v TREES #6964253 v. , #7319, #7206, #7209, #7252 AND #7257;TRENCH EXCAVATION SHALL BE > ij l +K r u;. -- - r 1: --, `- 6572 ILL I PERFORMED UNDER THE ON-SITE SUPERVISION OF THE PROJECT ARBORIST. EXPOSED w tiff: / r r r / . „`�.*\ ;;;▪ :""••:..p J,, r�. ,. ROOTS SHALL BE EVALUATED BY THE ARBORIST IN TERMS OF QUANTITY, SIZE, W 2 Z 4. R _. , r' 0 Y.—+ter r ▪ . ../!.'. :.�:. ' I ` r / 1 Z�--- r \ .,�� I;:.: ��_ 4 / CONDITION AND PROXIMITY TO THE TREE TRUNKS. ROOTS DETERMINED BY THE Q a � r igt7� - r \ " t :: I -, 254 ARBORIST TO BE NON-CRITICAL SHALL BE PROPERLY PRUNED UNDER THE ARBORISTS W w FL r \ - - t�+', 1de, ili 1 "'"' 'n� I / DIRECTION. ROOTS DETERMINED BY THE ARBORIST TO BE CRITICAL SHALL REMAIN W Q i • '`` P.- �� `+��!.f�?�`�~ �. - r : �j� r:::: .`�1 /( / / INTACT WITHIN THE TRENCH, TUNNELING BENEATH THEM TO INSTALL PIPE. O. rw� 0 y � :% 'awl -r.1/�.•t�%�1 3-+ 1^ Y' v. .y.J Yf If'��P.. / • ' � ▪�I�• , I \ �� 'IO I�•�� 0 •• ��,.,�, ' �j_�� . ue; �4 \ �r � �-�// t�A'�� , _ - - AN 6. TREE PROTECTION INSPECTIONS.THE PROJECT ARBORIST SHALL INSPECT AND d - - i , .....n.;.:—.,,-.-L' " :nl/ . .... %et:4 ar my `• /I�� 4. 'Jy► 1.;:,..._` I VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, W Z cC l - `�- t �' �� • MONITOR TREE PROTECTION MEASURES REGULARLY,AND PROVIDE BIWEEKLY W w Q ` WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. > W � s --- �� - l it 1 caa/ O \ / y ��:. . ▪ , ; C / I- a E E (MOTES: -- 0 ! I" • ' .-T ` \ / COORDINATE WITH THE PROJECT ARBORIST PRIOR TO OPENING OR ADJUSTING TREE ry ry ry I v PROTECTION FENCING FOR REQUIRED GRADING.WORK BENEATH THE DRIPLINE OF II 4'.+1 ! :•3:: j1 .f,;!• , I j/ PROTECTED TREES SHALL BE PERFORMED UNDER ARBORIST SUPERVISION. 735 ` r. 4j'` i.:. , . IL 700 I I ADDITIONAL TREE PROTECTION SPECIFICATIONS MAY BE REQUIRED.ADJUSTMENTS TO W I L L A M E T T E PLAT 2 " t F7 [+ ;�� I TREE PROTECTION FENCING AND WORK BENEATH PROTECTED TREE DRIPLINES ,ca W I 54>'' , x •F. 1 •"' 0 REQUIRE WRITTEN ARBORIST DOCUMENTATION. a s a cc 12 11 I 10 ► e 0 REMOVAL OF OFF-SITE TREES AND TREE LOCATED ON PROPERTY BOUNDARIES m J a �� REQUIRE PRIOR WRITTEN CONSENT OF THE OWNER. '�' n Q �o I" ' COORDINATE WITH THE PROJECT ARBORIST PRIOR TO USING HYDRO-VACUUM i3 !: ,.. it r z Q EXCAVATION TO OPEN THE STORM LINE TRENCH BENEATH THE DRIPLINES OF a �•r' :1_.: •�t.. '. . rs. •.. `..„..,� ZS T ZS A d I �i .... •_.•_- • ; ft _ PROTECTED OFF-SITE TREES. SEE TREE PROTECTION SPECIFICATION 7. d a s Z y iii !�• I t � .E........j:..... :.:, .:{d:::::::SVkk:dMtVftS ::::::::•::•::' a a o� o8. x I T •••• :-"�� •;;;;;; I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN ....... ..:....... a. .', ;;,rc^.t?$y^ ti x•; W ;i M '-k:S Fitt,- .=-.::••::"' I/ MEETS THE REQUIREMENTS IN SECTION 10, PART 1 , OF THE CITY OF TIGARD URBAN 1 r ® _ _ > L.,w t;z+?i:..,„ ax...'aA ..t; . mot. t F .::. ..... ....... FORESTRY MANUAL. & 1 o, ,- .•:•:•:•:•:•:;:e :•:•::.;e:•:•............ii........... e'..'...- .. f 4€11__ . lir 1 B,W P P ::+ '::'::'::'::'::': ' ' r MORGAN HOLEN �................. t.::: Clid E a 1 ISA BOARD CERTIFIED MASTER ARBORIST PN-61 45B _o - - - - - - - - - - _ - ISA TREE RISK ASSESSMENT QUALIFIED Q Q Z 07 NOTE: DATE: October 3, 2023 C'! NOTIFY MORGAN HOLEN AND I- I a S U ASSOCIATES BEFORE CONDUCTING J a' ANY WORK WITHIN THE CRITICAL ROOT 5 g N 05 ZONE OF TREES PROPOSED TO REMAIN. en _ ci FENCES SHALL BE IN PLACE PRIOR T❑ CO Q g c CONSTRUCTION I Q 0 w FENCE SHALL IDEALLY BE LOCATED AT g c THE OUTER PERIMETER OF THE CRITICAL c ROOT ZONE. SEE TREE PROTECTION w PLAN. Project a DRIP LINE J,1 fESTu64+NE t+ILL-.GE ° N • SCALE No. 0 5' CHAIN LINK FENCING 1 TYP c� 2 MESH CHAIN LINK SECURED TO n n n nCM] 4° M M 0 20 40 131-029 1-1/2' DIA STEEL OR ALUMINUM POSTS - - - Type m 1 INCH = 40 FEET ENGINEERING Q TREE PROTECTION DETAIL CRITICAL ROOT ZONE Sheet o_ (NOT TO SCALE) 2 TO BE PROTECTED COT CASEFILE #30E_021 -00005 - CC triiI No. Lot Common Name DBH C-Radz , nsl 01 c.,, Treatment No. Lot Common Name DBH C-Radz Treatment No. Lot Common Name DBH C-Radz Treatment 6021 Off-site Hinoki cypress I 12 13 Remove w/neighbor's consent 6823 Off-site Douglas-fir 28 20 Protect 7257 Off-site Japanese maple 12 18 Protect -I s •6022 Off-site honey locust 21 24 Remove w/neighbor's consent 6824 Off-site Douglas-fir I 35 19 Protect 7261 Off-site incense cedar 20 20 Protect ,Z�R " z LL 0 6023 Off-site tree of heaven 12 17 Remove w/neighbor's consent 6825 Off-site Douglas-fir 25 20 Remove w/ neighbor's consent 7263 Off-site incense cedar 10 20 Protect71 V 2 IL 6062 ROW cherry 5,9,11 17 Remove 6826 Off-site Douglas-fir 14 10 Remove w/neighbor's consent 7264 Off-site incense cedar 20 20 Protect CO N — a it' 6554 Off-site cherry 12 16 Remove w/neighbor's consent 6827 Off-site bigleaf maple + 16,21 28 Protect 7265 Off-site incense cedar 12 20 Protect ill . Z 0 6565 Off-site bigleaf maple 17,28 25 Protect 6828 Off-site Douglas-fir 16,18 19 Remove w/neighbor's consent 7266 Off-site incense cedar 8 20 Protect Q 8 1 6572 Off-site silver maple 45 45 Protect 6829 Off-site Douglas-fir 35 19 Remove w/neighbor's consent 7267 Off-site incense cedar 16 20 Protect „ 6623 4 bigleaf maple 18 20 Remove 6832 2 red alder I 10 16 Remove 7269 Off-site incense cedar 14,18 20 Protect W ksg o 6624 4 fruit 8 10 Remove 6833 2 red alder 16 16 Remove 7270 Off-site incense cedar 20 20 Protect p 3 6625 5 fruit 2x12,19 18 Remove 6834 2 red alder 14 8 Remove 7271 Off-site incense cedar 18 20 Protect W al QZ _ 6626 5 fruit 11 10 Remove 6835 Off-site Douglas-fir 36 22 Remove w/neighbor's consent 7272 Off-site incense cedar 12 20 Protect 6627 5 fruit 15 16 Remove 6841 3 Douglas-fir 26, 16 Remove 7273 Off-site incense cedar 2x20 20 Protect .. 6628 5 ,fruit 14 13 Remove 6842 3 Douglas-fir 25 15 Remove 7277 Off-site incense cedar 18,22 20 Protect Q. 4 a 6629 5 cherry _ 10,12,13 20 Remove 6866 Off-site incense cedar _I_ 10,12 20 Protect 7278 Off-site incense cedar 14,18 20 Protect 6635 ROW European white birch 10,14 19 Remove 6867 Off-site incense cedar 22 20 Protect 7279 Off-site incense cedar 24 20 Protect itt 6636 3 silver maple 39 40 Remove 6869 Off-site incense cedar 12 20 Protect 7280 Off-site incense cedar 10 20 Protect `1 6699 TractC Douglas-fir 25 16 Remove 6875 Off-site incense cedar 12 20 Protect 7281 Off-site incense cedar 12x14 20 Protect Y. 4o it 6710 6 Douglas-fir 19 14 Remove 6876 Off-site incense cedar 8,10 20 Protect 7313 8 willow 2x8,10 14 Remove 4-v o2. 6724 5 Douglas-fir 15 14 Remove w/neighbor's consent 6877 Off-site incense cedar 16 20.Protect 7314 1 Japanese maple 10 16 Remove a 5 6725 5 Douglas-fir 13 14 Remove w/neighbor's consent 6878 Off-site incense cedar 12 20 Protect 7315 2 red alder 14 0 Remove - re 6726 5 Douglas-fir 14 14 Remove w/neighbor's consent 6879 Off-site incense cedar 6,8 20 Protect 7316 2 red alder 11 0 Remove J�4 6727 5 Douglas-fir 17, 16 Remove w/neighbor's consent 6880. Off-site incense cedar 14 20 Protect 7319 Off-site Norway maple 28 28 Protect 24- �. 2.6728 5 Douglas-fir 10 8 Remove w/neighbor's consent 6881 Off-site incense cedar 14 20 Protect 7356 Off-site Douglas-fir 34 24 Protect y > 6729 6 Douglas-fir 18 14 Remove w/neighbor's consent 6882 Off-site incense cedar 18 20 Protect 7384 ROW bigleaf maple 11,18,26 25 Remove — 6732 6 Douglas-fir 12 it Remove w/neighbor's consent 6883 Off-site incense cedar 8 20 Protect 7396 Off-site Leyland cypress 14 18 Protect 6733 6 Douglas-fir 15 0 Remove w/neighbor's consent 6884 Off-site incense cedar 12 20 Protect 7397 Off-site Leyland cypress 3x6,12 19 Protect 6734 6 Douglas-fir 16 12 Remove w/neighbor's consent 6885 Off-site incense cedar 14 20 Protect 7398 Off-site Leyland cypress 14 19 Protect 6736 6 Douglas-fir 15, 12 Remove w/neighbor's consent 6886 Off-site incense cedar 16 20 Protect 1DBH is tree diameter measured at4.5-feet above the ground level in inches; 6737 6 Douglas-fir 9 14 Remove w/neighbor's consent 6887 Off-site incense cedar 12 20 Protect trees with multiple trunks are measured separately and individual trunk 6738 6 Douglas-fir 17 12 Remove w/neighbor's consent 6890 Off-site incense cedar 2x6 20 Protect measurements are separated by a comma,except multiple trunks of thesame 6739 6 Douglas-fir 11 13 Remove w/neighbor's consent 6891 Off-site incense cedar 8,10 20 Protect size are indicated as quantity x size.DBH was visually estimated for off-site • trees where access was not authorized and visual tree assessment was 6741 6 Douglas-fir 11 13 Remove w/neighbor's consent 6892 Off-site_incense cedar 6 20 Protect z limited to observations from the project site only. C-Rad is the average crown 6742 6 Douglas-fir 13 14 Remove w/neighbor's consent 6893 Off-site incense cedar 14 20 Protect radius measured in feet. w 6748 8 Douglas-fir 40 24 Remove 6894 Off-site incense cedar 12 20 Protect W 6749 8 Douglas-fir 36 24 Remove 6895. Off-site incense cedar 8 20 Protect Vei J 6787 8 Douglas-fir 39 24 Remove 6896 Off-site incense cedar 6,12 20 Protect J 5 6802 1 sweet cherry 22 17I Remove 6973 Easement hinoki cypress 3.5 4 Remove CO iii z 6803 8 bigleaf maple 18 12 Remove 6984 Off-site blue spruce 28 14 Protect Q 6815 3 red alder 8 0 Remove 7194 ROW _Japanese maple 6 6 Protect ~ O 6816 3 red alder 13 0 Remove 7207 Off-site bigleaf maple 24 25_Protect W w 6817 3 red alder 20 0 Remove 7208 Off-site Douglas-fir 24 15 Protect CC 2 z 6821 Off-site Douglas-fir 26, 17 Remove w/neighbor's consent 7209 Off-site Douglas-fir 27 0 Protect I— Q O 6822 Off-site Douglas-fir 34 20 Protect 7252 Off-site red alder 10 8 Remove w/neighbor's consent 0Q w z cc w p p Veiw Q — > t7 W it F In M 111 N N N d d d • A A A W a a a ac P~M'1 Z z T 0 b 6 m hi d Z. y Z 0 u c c N y . y• VI a s a� a. x 7 M a CO N CO CVI Z i P a 0.1 ❑ 9 .,--, i— Niiiel CV CV en 9 ci la p c a ° c g c Project J J,ALSTuadNL .ILLLinE N No, O 131-029 Type Ul ENGINEERING m Sheet 2 coCOT CASEFILE#SUB2021-00005 C' LEGEND ra 1 1 0 ` n M — — — PROPOSED EASEMENT LINE �y II - PROPOSED CENTERLINE 6 7 ill - - PROPOSED RIGHT-OF-WAY • 1 ± 2 - - PROPOSED LOT LINE 0 'q 0 - - - BOUNDARY LINE V j a. SIDEWALK TO BE BUILT BY HOMEBUILDER N 3 — fl W z ,. SIDEWALK TO BE BUILT WITH O O a FACILITY PERMIT 8A • OR•- XOH�5e6H i�Xcn R4Ft - 0 <:..�_ = X OFF - �tCF� f ;+H- xun - xOH xur— 10 FOOT DRAINAGE EASEMEN � ;-s'trr—, s''- _ ".. "it - --.._.e Y• VI 1 .................. PROPOSED PAVEMENT W "' .................. • ::.•..,.�......, I.................� .. .::u•" 8'$$ ......,..::XS5.:::::.:..•",.;,.;:':.XSS•:::::::74SS.�:::::.xs5.... XS5 X55 X55 %SS XSS Xss- �::.::::::�•:._::: W • � M ;� :� ;:....... �•....'.':.'. :::':':::: :::':'::::::::::::::; ::::::::::.: :: �17k�:i4L:{3:Ef�TA:Sff�EET•.� ::::::::.: ;:::: . x...::::::::: ' zg .:................ 12 �: :'::'::'::':. :'::'::'::: ::': �'::: :'::::'::: : PROPOSED STANDARD CURB &GUTTER Z g .......... .......... .......... ......... Xw «, ,. • xw - xw ssc :0t-`'.,._ _ _ - xw�xw - - — — — — w x xw xw xw xw xw xw O - I - - - r - - - r - - .Y.': O O —I— PROPOSED STORM LINE &MANHOLE f1 a II 1L _} ® PROPOSED SANITARY LINE& MANHOLE I I I ,' I I I I I I -+`'4; x I I I o PROPOSED 1' WATER SERVICE &METER N 2. ' 1 WATER NOTES P " CONAGA ( PARK " ; ax n PROPOSED 1'WATER SERVICE PER CITY OF TIGARD n- 4 I I I I I I V STANDARD DETAIL#520 (TYP.) -•. re I I •'' I I I ^ PROPOSED FIRE HYDRANT PER CITY OF TIGARD J , J� LJ STANDARD DETAIL#542. •"�i'2', o f ST. STA. 12+47.64, 17.75' RT. - STREET'A'. 10 9 8 7 6 5 4 O PROPOSED SINGLE WATER METER WITH DOUBLE �! i CHECK ASSEMBLY FOR IRRIGATION OF 1 1 I i I STORMWATER POND PER CITY OF TIGARD STANDARD DETAILS #520 &530. I I *� I * I I L 4 CONNECT TO EXISTING 6'WATERLINE ON SOUTH SIDE OF JAMES STREET. INSTALL 6'x6' LIVE TAP WITH 6' GATE X ); - I: X- �f— -.•X -X ":: _-,X-- -- ;I end x • - - T - - VALVE(MJxFL)AND 6'x6' REDUCER.THRUST BLOCK REQUIRED.WATERLINE LOCATION SHOWN ON PLAN SET h r IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY ` II RAC ' D(ISTING WATERLINE LOCATION. ?� 9 8 7 II STORK WA,•. - + n PROPOSED 2' TEMPORARY BLOWOFF W16' PHASE BREAK c'flI I I b' PACILIT, 6 V VALVE AT THE END OF WATERLINE PER CITY OF TIGARD r- , I I T �%� I STANDARD DETAIL#570. I : ( 1 /• • I ST. STA. 15+38.28, 7.00' RT. - STREET'A' iii ' ' / O EXISTING FIRE HYDRANT TO REMAIN. Cei _1 Q 51205o.3556:9 t:.n.-.:. :.:. :.s-.la%5: :.:C :%. •:.:i::: :.:--e.v s�:::�:.w. © �•.wc;_:00 ir n INSTALL 1 - 6' - 45- MJ BEND WI RESTRAINT JOINTS. j +. .:.::WE■ ■Q.ct. :ct ::,r1,_;t. e't s44 V ST. STA. 11 +90.47, 16.96' RT. - STREET'A' w # ��`••`,'.' � INSTALL 1 - 6' - 45' MJ BEND W RESTRAINT JOINTS. r Z ::::m::::::. ::. -:::::::::::........................................... ............ I s TL 900 ::.::::,.::i::::r:.i.iii:,.::::,.::::::: :::::..::::..::::::::::::: ::::} �,:: 11'SD':: p�� \ 5 I ST. STA. 12+22.11 19.62' RT. STREET'A' O :::::::::::i:i:::::::T :.`?:::::. - 8 ei�F. :, a• r® 9 DEFLECT EXISTING WATERLINE UNDER STORM AND D 0. tj %o-s:LL : .:.r...... is :r: '�- �`' :;."Q� 0 SANITARY CROSSINGS PER CITY OF TIGARD a w - • '� : '��=:=:' 11 o STANDARD DETAIL#563. CONTRACTOR TO EITHER W y„� 2 Z W BROADLEAF TER 'ACE :. 1 I - CENTER A STICK OF WATERLINE AT THE CROSSING I- Z Q C ;':� ',; , 111 - - - OR PLACE A 6' JACKET OF CONCRETE 10 FT ON W . :? Is le IL 600 I EITHER SIDE OF THE CROSSING. MAINTAIN MINIMUM O J ¢H cC 0\ �': : ?; I 12' CLEARANCE BETWEEN WATERLINE AND SEWER w a 1 I 2 I 3 \ " 4 MAINS. a W 0 I I :i } EXISTING WATER METER TO BE RELOCATED. i i y 10 CONTRACTOR TO COORDINATE WITH HOMEOWNER Q w Q �.� 5 AND PROVIDE 72 HOURS NOTICE BEFORE RELOCATING O > W ..I II WATER METER. V CC — — — -4 x X } — x " : .• -.�:.: I *� /;: ` a 1 11 BASEDION AAVAILAB E CITY MAPS. CD TRACOTOR TO rn .. ' I I s: :: FIELD VERIFY WATERLINE LOCATION. - ".r I _ -. - s , « .� I I SANITARY NOTES o 0 0 la :-� I TL 700 I I CORE DRILL AND CONNECT TO EXISTING SANITARY m Q+ a W I L L A M E T T E PLAT 2 " I li SEWER MANHOLE PER CWS DWG. NO. ❑30. a �P Q EXISTING MANHOLE STEPS ARE LOCATED ON 1- z 12 11 10I SOUTH SIDE OF MANHOLE AND DO NOT NEED TO xi mxi c a. m 5i a' N c) BE RELOCATED. 0 3 d a y I ��"°la„�1 di „„, .. STORM NOTES o o CC o = 7 et a �' ' ' •' ' �a .- .1.7 '•• PROPOSEDWATERQUALITYANDDETENTION POND ;, • X J......; ' 2! -,...X ....... 'SS -,5�5 X5S.......XS9 1 I j( y •• r _•.;;;,•; TO TREAT &DETAIN RUNOFF FROM THE SITE. It STORMWATER TO OUTFACE TO CREEK. CONSTRUCT ::: '- :x; . s : ti-�, % ;rig°`' :.:;: RIP RAP PAD PER CWS STANDARD DETAIL 700 AND 1 N P p N E .... ......... f� - '^•i .. �} T . •Yt�i j.Ri ix..rC.. ...... t :.v � .... o - 1 0� XW _ x ,, , .. ,tom^ �•.•;.:;.•:.•.;•;. OUTFACE PROTECTION DETAIL, SHEEP 05.2. Z Q eO :.:..�:� ., - ,.:- N - - - - - - ::::.. ::::::: ':...::::::: F 1 CONSTRUCT 60' PRETREATMENT WATER QUALITY �' 8+75 O MANHOLE PER CWS DWG. 250 &260. NI i 4+QS+00 6+OD 7+OD :':... :: e 1 •. 0 CONSTRUCT 60' FLOW CONTROL MANHOLE. SEE _ 1_1 — - I - - — I - I- -:k•: :: :::::::E``.:.. .......... ID ,/ CWS DWG. #270, SHEEP C6.4. 9 4 rxw K� CONSTRUCT 7'Wx61L STILLING BASIN PER CITY OF FE c, TIGARD STANDARD DETAIL#620, SHEET 08.2. 01 6 REMOVE EXISTING NONSTANDARD STORM INLETS — 911 6 a AND REPLACE WITH AREA DRAINS PER CWS DWG. NO. 360. 'I' w /7 CONTRACTOR TO ADJUST DITCH INLET LOCATION CO 4( g c �( AS NECESSARY TO KEEP AWAY FROM D(ISTING 6' Q m WATERLINE. c .m c Project co a �� 40 SCALEO 20 40 �J JAM 5TT'e^„(VL'•.,gL .CL -LL . m KJ 1 INCH =40 FEET Type ENGINEERING o Sheet co COT CASEFILE#SUB2021-00005 C3 O LEGEND I Fra a� M PROPOSED EASEMENT LINE 1 1PROPOSED CENTERLINE 0 a - ± - - PROPOSED RIGHT-OF-WAY a •I - - PROPOSED LOT LINE a r� Q 0 - - BOUNDARY LINE 0 X a Ce a�94....va 4Stt SIDEWALK TO BE BUILT BY HOMEBUILDER W Z lie - - - - - - - - - - - - -- - - - - - - - SIDEWALK TO BE BUILT WITH a IL 10 FOOT DRAINAGE EASEMENT I FACILITY PERMIT W 0 • = N M a . ...................................... PROPOSED PAVEMENT � M + �; Sl/V.ALB.EFRTA.STR. E ET............................................................................................... W V.•...mac..?e�ysa..' .................. 'so, T PROPOSED STANDARD CURB &GUTTER _ _ - - _ - - T r — r — o ,� - r I a g ai 1 •:..•.•..�4*, GENERAL NOTES•s . ::-• ::s, N I 0 SEE SHEET C3.3 FOR CURB RETURN " C O N A G A PARK " 4 O ELEVATIONS AND PROFILES Y 4/06, rts I I I a �. _3 . I ." I I I I ' 4, ix 4' . � STREET NOTES �� 'NS 10 9 8 7 6 5 4 0 � _y', � �1 INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY > 0 OF TIGARD STANDARD DETAIL#143. I I I I I 1 ` I I ** * I I I a2 PROPOSED SIDEWALK BARRICADES. ftb-••?( �(�� -1E 3!� Ye X C ( �-�4— iF �G.�p �a X � - - L ULF _ _ - - INSTALL'LO'WIDE TEMPORARY EMERGENCY .I �-/ VEHICLE TURNAROUND. �a �� a4 PROPOSED CURB-TIGHT ADA RAMPS . -zo.a II It RAC • 8 7 I SJ ORMWAT R ` T1 INSTALL 5' SIDEWALK WITH PLANTER STRIP PER CITY 9 �j OF TIGARD STANDARD DETAIL#120 (TYP). 0 I 16 --(Aps rer- ,� 6 r { I i I ,+/' I 6 INSTALL 6' CURB-TIGHT SIDEWALK PER CITY OF _ - ,., % TIGARD STANDARD DETAIL #120 (TYP). • I I fi ' -- r I. I _ INSTALL STREET BARRICADE PER CITY OF TIGARD w r` © -I "``�,."�~ / 7 STANDARD DETAIL 19'L. 15 T—T !/ p• •"•.•� w.•Y- `t Apr NA r / i INSTALL CENTERLINE MONUMENT PER CITY OF a • :•sss•;. s '-----i---- r:�:•s❖:•. -- :y: :�•,- •• 8 �■ L�/�°• \ IGARD STANDARD DETAIL#170 (fYP). .. CHAIN-LINK 1 - \ INSTALL 4' HIGH BLACK VINYL COATED CHA N LINK LU '-' ' \ � 5 FENCE WITH 1'2'WIDE GATE PER CWS STD. DWG. Z - �••2a.o--5o.a:.�:.... .. . ...... I 792. 7 0i i.•••••••••i•i•••••i••••••• •••.`i•••^.-•.•:•i•:•TO:•:-•ii:•:•i•:•-:•:•-•:•:•-:•:�i i•-:•:•-•:•:•-•:•:•i i i:•:•-:6•t:•:�••:•i:••-•:•:•:•'•i•:•-i•i i i•i:•0 r PN• /~/1 1.6.... ..•-.••••a.•••.••..•i..u...-itVA..M1.0•WA y.•...u.•.-...••.•.•.••A....-...-..•-u..-u.u...-u_u-.u.u.-a-u-../ ..,�• . 1H y/ CZ LU 0 . ....Fi83A•. ;:: - I— Q OZ •• . . . . `%; TL 600 I VI i9 \ , I CENTERLINE CURVE DATA -i ¢ wi 1 I 2 I 3 \ Q 4 J ii'si=.• Q w 0 0 'j GI • -•-1, •' W :...i. Li I O © © cc in w Q ____„„____zirr_ ,„,x____ ________. I A = 895e1r 4 = 373'43' a = 37}'58' '> :: :-: :.:-:0 I R - 69.00 R = 166A0' R - 166:00 � T = 6893' 7 = 468' T = 464' I '"••1 0 L = l0a3}' I_ = &35' L = s2r "' TA .n $ :: .0I d d03 I RI al RI ILI " WILLAMETTE PLAT 2 " --"\ * C)A A.A. ...A. gm d cr. it I 2 p a_ r 12 11 I 10 \ ) ooj) 1Joo - - adtV) 3 13 d N to I .171 CL ,.., .. .. .'. .................... •mac... i� - ..il�.ar. 9.. ..... .....34wv-..ram..:. CO . ..rl . . ..... M. LD J ....y ....... :/ wTni.-".... ...weti . ..w.li��.SF-LY.ACv Y:'�wN.. :( . III g 4+91+00 8+00 7+00 iti ''1 _�....... / Z 17 N 101 _ CI al 5 9 03ag Qa Ell poet r JAMESTOWNE VILLAGE N SCALE Ner 0 40 0 20 40 131-029 1 INCH=40 FEET Tre 6 ENGINEERING a0 Sheet CL co COT CASEFILE#SUB2021-00005 C3.1 TOP OF CURB ELEV 1 = t ELEV + 0.10't ROW t ROW am/ N A/ W pj i 0 lg. le I I 1 ' V TES I ■� J co I t27.5' t28.4 8.0 ME, I _ VARIES _ VARIES 8.0'PUE_ O 0 ` 1 VARIES En I f{Z O V 0.5' 5.0 5.5' VARIES 7 VARIES _ 5.5' 5.0' 0.5' „y I 0 ±9.011 . L.S% 6.8 , • 12 12 6.8 7.9 1.5% I 1.5% L5% fl W • z0 0 3.0%� so% ao% N,ft - - - t fa- _ems ,-,-_,-_,-_,-_- - .14141 , I - -1=i=i=i=i=__ ' .wr, •i�. ..�,.'.r jy Iit'!�1!'.�, teal� ei rirOS.,.... _=__9-=-=i-- -' - -I_i_i_i i i�•.%.y�wq .� �!)�%t�!�4`��i i�!•>i_4'��%t:!• .�i.'4`i sw,:""t i i i_-_'�'//yy��I��/_� CTC/y ' -=1-].I�la•• �,.h!..7'4-•_t-1=1=I_1_1_1_1_I_I-I-t--._,-;_�.,- '•�i.A=1='= -'' CONCRETE OURS I I I 1,i9 �r!,Z4;,ais..a -. !-I-I -I-I-I-I-•-I 1 1 ..�•.a,2e:ir.�)ia L I-I- ''• WIYDRETECURB �y I i i l-I- - -I-I-I- �_.�_�_�_ �.-�_�_�. 1-1-1-1-I- -1- -= �- '-I-I ri-I- _ -I-I-I-I-I-I-'I-I-I-I-I"I-I-I' I-I-I-I-I- -I-I-I-I I-I CONCRETE CURB _'_ ! ! =1 s-_ -'- CONCRETE CURB _I-I-I-I-I -I- - - IL N -1-i-s-'- AND GLITTER -I-i-i-I- AND GUTTER 0 �o AND GUTTER 12'COMPACTED SUBGRADE SOILS AND GUTTER 17 COMPACTED SUBGRADE SOILS W • ft 96%CFSTANDARDPROCTOR 9 %OFSTANDARDPROCTOR 2'LEVEL2,1/2'DENSE t(uU1C B_2,112'OENSEHC3'LEVEL 2,1/2'DENSE tMAC 2'OFW'-0'CRUSHED ROCK 3'LEVEL2,1 j2'DENSE HMAC 7OFWO'CRUSHED ROCK COMPACTED TOM%Of RICE 6'OF1-Yr-0'CRUSHED ROOK COMPACTED TO92%OFRICE 6'OF1-X'-O'CRUSHED ROCK 0 I E DENSITYAASHTO T-209 COMPACTED TO 95%OF MODIFIED DENSITY AASHTO T-209 COMPACTED TO 96%OF MODIFIED ry PROCTOR AASHTO T-180 PROCTOR AASHTO T-180 10. g a TYPICAL LOCAL STREET TYPICAL LOCAL STREET ' SW BROADLEAF TERRACE SW BROADLEAF TERRACE N I STA. 10+00.00 -11 +24.98 STA. 11 +51.02 -12+56.80 % , N.T.S. N.T.S. Y. ��14\ a __s r o I N CC 7: _4 _ . , ... . , 8 Q' Na TOP OF CURB ELEV '�i/ o TOP OF CURB ELEV y' > = = t ELEV + 0.10' EL + 0.04' ` ROW ROW ROW ROW 1 Sd I I � I I' t i 8.d PUE 28 28 8.0 PUE 1. 8.0'FUE I 23 23 18.0'FUE { i Q 2:' 0.5' 2�i' I 0.5' 1 5.0 5.5' 14' 14' 5.5' 5.0' I 0.5' Q I 6.0 6.5' 12 ! 12' 6.8 6.0' 0.8 1.6% I ' _ _I iS%FII_ I 1.5% 3.0% 3.0% 1.5% I Da ___ _• t ♦:.,'olw" •dry:4.w.: ., : . e- 1_____..-.-•. '7 I,_ - -I=_ i I I I=' t; IF .tI!�4'i�it,.'4.+.. .t!'•1._�41/�;.t_.aT!rE?'-:••,. ... i 1 I I W I I-I-I I-I _'�i '4:-:�'��4y- �:!a4_...+,:•.,_4;a ,• .�'!+►�"�i�,':;�'i _-1='-�_I=�=- - -'-r-III-I- = =I=I-_'-' -�=-:_1 =I=__=__=I.'_I=I=I'_'_' -t=I==I-�'__-_�L-�'_ _ CONCRETE CURB 2 =1-1-. ., ' TiTiTiTiNCRETE CURB CONCRETE CURB A,1 ___ tD _� I • ' _. I_I_I-1 1=1--1-I- - _ _ _ • .I_I-I_ - - - -' -'-'-'-'-'-'-' AND GY I I Gil //�� M.,np n,ep _ __ -I -I-I-_-I-I-I=:1-I-I-I-I:=1-I-I I I-I-I-I- -I-1-C�=1=1 _I_I_1_I 0 VN�I/�rNNllll V{do I •=I I I I I=I=I= _ _ - =1=1=1=1= - AND GUTTER _ = AND GUTTER AND GUTTER 17 COMPACTED SUBGRADE SOILS - I 12'COMPACTED SUBGRADE SOILS 7 LEVEL 2,1/2'DENSE HMAC 95%OF STANDARD PROCTOR 2'LEVEL 2,1f?DENSE HMAC 9996 OF STANDARD PROCTOR Cam) 3'LEVEL 2,1 j2'CENSE MCC 7 OF%'-0'CRUSI-ED ROCK 3'LEVT TO 92% HMAC t W L�-� COMPACTED TO92%0FRICE &OF1 f-O'CRUSHED ROOK COMPACTED TEDTO92%OFRICE 7OF 0 CRUSHEDROCK Z DENSRYAASHTOT-209 COMPACTED TO 95%OF MODIFIED DENSITYAASHTOT209 �PACTTEDTTOO955%OFMSHED ODIFIED ~ 0 PROCTOR AASHTO T-180 PROCTOR AASHTO T-180 W TYPICAL LOCAL STREET TYPICAL LOCAL STREET Ce N W W SW BROADLEAF TERRACE SW BROADLEAF TERRACE a O STA. 11 +24.98 -11 +51.02 STA. 12+56.80 -15+62.23 H w N.T.S. N.T.S. W 0 (1) 0 a wQ WET WEATHER > 'D CONSTRUCTION PAVEMENT SECTION NOTES INSPECTIONS CHECKLIST en Cif en aB" a 1. IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING WET WEATHER,THE SUBGRADE AND GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT INSPECTOR (KENNY FISHER AT 503-816-6164), A CONSTRUCTION PLAN SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER AT THE TIME MINIMUM OF 24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT CONSTRUCTION WORK WITHIN THE aI aI a CE CONSTRUCTION SO THAT CONDITION SPECIFIC RECOMMENDATIONS CAN BE PROVIDED. CITY LIMITS.ALSO REMEMBER INSPECTION IS REQUIRED BEFORE COVERING'OR 'POURING'ANYTHING. fa c c w cc 2. THESE WET WEATHER PAVEMENT SECTION RECOMMENDATIONS ARE INTENDED FOR USE IN REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE CITY INSPECTOR IS REQUIRED AT THE START 5 m d al SITUATIONS WHERE IT IS NOT FEASIBLE TO COMPACT THE SUBGRADE SOILS TO WASHINGTON COUNTY AND END OF EACH OF THE FOLLOWING WORK PHASES; „ REQUIREMENTS, DUE TO WET SUBGRADE SOIL CONDITIONS, AND/OR CONSTRUCTION DURING WET a WI Z Z -a WEATHER. a " GRADING STREETS >. Si • M m • 3. A WET WEATHER SECTION WITH A MINIMUM SUBGRADE DEEPENING OF 6-INCHES TO ACCOMMODATE A e e w u `" w aI WORKING SUBBASE OF ADDITIONAL 1 1/2'-0 CRUSHED ROCK SHALL BE USED. CUT&FILL STAKING HORIZONTALNERTICAL STAKING .EO m w a, 4 t `� FILL PLACEMENT/COMPACTION SUBGRADE CUT/FILL c" c` a = > 71 a 4. GEOTEXTILE FABRIC, MIRAFI 500X, OR EQUIVALENT, SHOULD BE PLACED ON SUBGRADE SOILS PRIOR TO TEMP. DRAINAGE WORK SUBGRADE PROOF ROLL PLACEMENT OF BASE ROCK. DUST/EROSION CONTROL CURB STAKING co PROOF ROLL CURB LINE i' R 5. THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE CONSULTED IN INSTANCES WHERE IT MAY BE SANITARY&STORM SEWERS CURB FORMS/POURING (Si PREFERABLE TO TREAT THE SUBGRADE WITH CEMENT INSTEAD OF OVEREXCAVATION AND AN BASEROCK INSTALLATION co INCREASED ROCK THICKNESS. MH & CB STAKING LEVELING COURSE INSTALLATION N PIPE INSTALLATION/BACKFILL BASE COMPACTION/PROOF ROLL ,8 1 thi P g 6. IF SOFT SPOTS IN THE SUBGRADE ARE IDENTIFIED DURING ROADWAY EXCAVATION, OR DEVELOP PRIOR TRENCH COMPACTION TESTING WEARING COURSE INSTALLATION a TO PAVING,THE SOFT SPOTS SHOULD BE OVEREXCAVATED AND BACKFILLED WITH ADDITIONAL AIR &TV TESTING WEARING COURSE COMPACTION r CRUSHED ROCK. REPAIRS/RESURFACING POWER TRENCHING/UTILITIES m TRAFFIC &PEDESTRIAN CONTROL STREET LIGHT INSTALLATION ale 7. DURING SUBGRADE EXCAVATION, CARE SHOULD BE TAKEN TO AVOID DISTURBING THE SUBGRADE OUTFALLS/RIP-RAP MONUMENTATION 1 l al 9 z to SOILS. REMOVALS SHOULD BE PERFORMED USING AN EXCAVATOR WITH A SMOOTH-BLADED BUCKET. TRAFFIC& PEDESTRIAN CONTROL PAVING GEOTEXTILE WILL BE REQUIRED BY 111 ' TRUCK TRAFFIC SHOULD BE LIMITED UNTIL AN ADEQUATE WORKING SURFACE HAS BEEN ESTABLISHED. TRAFFIC CONTROL SIDEWALKNVHEELCHAIR RAMP INSPECTION STAFF ON THE BOTTOM OF THE FINAL l' 1 Q U IT IS RECOMMENDED THAT CRUSHED ROCK BE SPREAD USING BULLDOZER EQUIPMENT RATHER THAN INSTALLATION TWO INCH LIFT AT ANY JOINTS BETWEEN THE J 1 _ g 1 PLACEMENT OF SIGNS OVERLAY INSTALLATION EXISTING PAVEMENT AND NEW PAVEMENT SECTIONS. a DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND POTENTIAL DISTURBANCE TO SUBGRADE 5 ` a a SOILS. SEQUENCE OF SIGNS THE PAVING GEOTEXTILE SHOULD CONSIST OF e APPROPRIATENESS OF SIGNS PROPER PETOMAT 4598 OR PETROTAC 4591 OR AN m W 8. CARE SHOULD BE TAKEN TO AVOID OVERCOMPACTION OF THE BASE COURSE MATERIALS,WHICH STORAGE OF SIGNS WHEN NOT IN USE APPROVED EQUIVALENT. THE MANUFACTURER CO a $ U' SUFFICIENT NUMBERS OF FLAGGERS RECOMMENDS THAT THE PAVEMENT GEOTEXTILE Q C c COULD CREATE PUMPING AND UNSTABLE SUBGRADE SOIL CONDITIONS. FLAGGING PLAN OVERLAP THE NEW AND EXISTING PAVEMENT SECTIONS BY THREE INCHES ON EACH SIDE OF THE g c 9. FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT SPECIFICATIONS (95%MODIFIED PROCTOR), CERTIFIED FLAGGERS JOINT, AS LONG AS THE JOINT IS LESS THAN 1/8' 'm A FINISH PROOF-ROLL SHALL BE PERFORMED PRIOR TO PAVING. PROPER TRAFFIC CONTROL IN PLACE , WIDE. PAVING GEOTDCTILE SHOULD ALSO BE PLACED EY rn 10. THE PROJECT GEOTECHNICAL ENGINEER SHALL BE ON-SITE DURING CONSTRUCTION TO VERIFY WATERLINE OVER ANY CRACKS THAT ARE OBSERVED IN THE Project r SUBGRADE STRENGTH AND TO TAKE DENSITY TESTS ON THE ENGINEERED FILL AND BASE ROCK EXISTING PAVEMENT AFTER MILLING AND BEFORE JAMESTOWNE VILLAGE a MATERIALS. PLACEMENT OF THE NEW OVERLAY. FOLLOW W. 9 NOTE FOR SEWER ACCEPTANCE:THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES MANUFACTURER'S RECOMMENDATIONS FOR 131-029 INSPECTIONS NOTE WITHIN THE SCOPE OF THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR TO A PRE-ACCEPTANCE JOINTS/CRACKS WIDER THAN 1/8'. TM Ul INSPECTION (AT AT END OF ONE-YEAR MAINTENANCE PERIOD)..THE BALL AND FLUSHING OR JET RODDING ENGINEERING METHODS ARE CONSIDERED ACCEPTABLE. PRE-ACCEPTANCE TV INSPECTION IS REQUIRED PRIOR TO •0 1. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS PER INSPECTIONS CHECKLIST SCHEDULING PLACEMENT OF THE OVERLAY. Shaft m SHOWN BELOW. COT CASEFILE#SUB2021-00005 �� -r rtS .1 I rvi N ' 0: I J' ,[. . . . . a v g D I Z a Za 0 %< Jw � 0 a E re T 4 . . 72; ' T TC27047 % . . . . . . ' 6.0' BC'•270.401 TL 700 W BC 270.47 •I _g . �9.096 �.0� . - I H i 3 0 3 s:270.28 Tc:270.se_� p, I CURB RETURN DATA ZZ & 5 TO 271.17 0 A �':269.86 I TC271.12 3/4.TC:270.44 BC 270.62 CURVE DATA STREET .. BC.270.67 G:270.29 ' STATION I d 4 a TC:270.50 -a O \'., TC(271.20, TC:271.26 64k.5 114n ` • BC 270.70- 1 - - - O PC = . . J///� 4:279.28 - -To 270.55 ta Br.76 ,� `, 0:270.59 :: 7 7.&& TC271• .45 __ 9+68.13, 12.50' LT �TC:271.54 6 ,.:., TC270.68 \ • O \�� BC:271.45 d JAMES STREET N • e '' . . • G:270.513 • . . . TC 270.57 . = :: O• "4 82'17 59 8C:271.54 O." 1/2A j,. %. 0:270.57 4 R= 25• .00 PT = , E" •TC270.621/2A b! ' t .W • • -- 02 . CURBRETURNDATA • -0+05 v _ . z 26 • ! G.270.79 ;�� / Nt12 . - .7 . . ga / EG:27114 URVE DATA5:271.99 . . /. G:271.08 PT 2 • / `. E0:271.34 . F T °t . PC = > a. it/ :, r EG:271.25 -/ t 1 -0.4% . EG:271.47 © 10+37.00, 12.50' LT • t- - - JAAiES STREET dm ED:271.66 (x; EG:271.48 y-. _, r+. _ 1. . I . T : I . 37.0' 7.7. r 90'00'00� y.r �,7 �. 31.8' I I I . EO:271.55 / R- 25.00 PT = 5 EG:271.a1 I I 1 . 1 SW JAM ES STREET T- 25.00 10+39.00, 10.50' RT �� 'z I 1 1 • 1 L- 39.27 BROADLEAF TERR. L- LLI 61 Eo:271.76 �� EG:21.60 . : f. . . I. 0. I -1 . ( \ EG:271.84 CO to CURB RETURN No. 1 & 2 PLAN 2 a J SCALE: H: 1' = 10' 5 J 5 O. w z • VI z o Ce w D a z LLII H in 10a i fY w p CO 1.7 d ta7 V E P m rtf (T1 N N a a N a O ca _ ei Or • N n N n N C7 (O rr N 0ID r0 O0? OO d d d r r r 07 } N (+ N a• 0 N N 0O a •0 a ' PROPOSED GRADE a d a r a a s a 0 a 0 0 0 ce O N n + O r n - @ • TOP OF CURB a N n °D + N n + N + N 272Q W ii O IyyI n N O II li II r N +n N il Ufr• 272 272 cv eD O N N Q II ® N 0 II O 11272 Hi rQ W II 77 II rhNQ II + 7 CPW � W QW HJ .icp II Q7 0Oa C I- rC II � 0 � W II > Q W Q II fi, Pi U7W wWE jW TW ~ IWJL + N 0�070 M�7 (} C� HW II ' U7WQJw � J HJ� , __ - a J (nW II O (000 Cnw QW HJ C0 WW eel 1- ra0 (0 00 00 0II HJ � � CI w+_ Q ii 7U7 W �� m'-� , W �� 1-' J O N (�0a(�0 aN Q �L __ h �I d 271 ..:n•;' 8 ? 8 ' a• 1 I J I("271 271a+^' ii Q A•.38diG~ _ 90fi 271c c o� a _ e. 1.61�� co g•• +,.-"x (n w Q uj Q W 1.38% • R ---- N.` 1.50% 4•eSq - ((.0 w W w - w Q"lb -1.5C1% PROPOSED GRADE t - @TOP OF CURB N N 270 `\ • 4�sOS E270 270e 3 �ryo R9P68EB8i�48E� 270 N 3.2 a @ LIP CF GUTTER/ 8 PROPOSED GRACE �O 3 y0 /a y\ @LIP OF GUT ER� ,N_ e B108TING GROUND ~269 @UPOFGUTTEA ~�\\ 269 269 --- � POFGFR 269 a 1111� 15 \ U° I a W cj \\... ADA RAMP NOTE: 1} a g SR If VI ` DETECTABLE WARNING DEVICES TO BE YELLOW - g No 268 268 268 I 268 IN COLOR. m �U 0+40+40 0+30 0+20 0+10 0+00 -0+05 0+47 0+40 0+30 0+20 0+10 0+00 -0+05 i 93 ~ Q c CURB RETURN No. 1 PROFILE CURB RETURN No. 2 PROFILE CURB NOTE: Q a d SCALE: H: 1' = 10', V: 1' = 1' SCALE: H: 1' = 10',V: 1' = 1' c CONTRACTOR SHALL NOTIFY CITY OF TIGARD m INSPECTION & ENGINEER 48 HOURS IN ADVANCE ' rn CF FORM WORK COMPLETION AND PRE-POUR pram OF CONCRETE RAMP/SIDEWALK. CONTRACTOR JAMESTOWNE VILLAGE N SCALE SHALL NOTIFY CITY OF TIGARD INSPECTION AND 0 10 0 5 10 ENGINEER WITHIN 48 HOURS OF COMPLETIONr441)\ - -im FOR POST RAMP/SIDEWALK INSPECTION. ANY 131-029 N 1 NCH 10 FEETWORK PERFORMED WITHOUT CITY AND Type tENGINEER INSPECTION SHALL BE AT THE RISK ENGINEERING awiK__. OF THE CONTRACTOR. ENGINEER TO PROVIDE Sheet .. ADA INSPECTION FORMS TO THE CITY. 0 COT CASEFILE#SUB2021-00005 C3.3 0 fth • Ja 2 a 1 i , 0 i i tri): -x - x - x ){ x->E x )E x -3E- -Y�-f-�dC= Y x _ x � ,c - I N�� N o 7 i i W z o � � alga I I / Wal sdz oi zg I - 1 -} ____1__ TRACT A Z r. 8:259.87 5.259.92_ 1111 _ i o s;259.e7 a a I ...........�8 25819%4`.�.-- 5:28003 .106 s as9.90 ♦�.�� 4 ° S 280.io -NAP N • S:2Ei0,03 I TC:259 72:259.86 • tip + S:280.15 \ �Yi I PT G:25922 \ Y, o a S:280.01 / \ oa -,✓arm ` S:280.08 S:280.34\ '.1 - . 0 5:257.98 1 5:26829 8 G:259.27 ir CI 3/anTC:2E59.43 '',1: 1., \ I ! o ' 2 .0' TC:2522 G:26943 5:28046 \S 280 2B�. Pr 13:a�.s2 0:259.45 , TC:280.00 i �!� 1.`.;.�.\ \ / -I- G:259.50 . IT 1 5:257)7- 77 r r S 258.08 0:2 TC 259.89 ••`'♦` \ ITC:259.80 ` \ / G 2b9.89 . G:2Ei9.80♦.'.♦♦. ` ; f l0.258.89 ♦ , -Thi; . G:25.21a:250151 1/4A S:?5B.02 t♦`,\ 5:281.13 5 5:257.21 5:25726 S:257.48 S 257.80 5:258.07 v7y� 1/4n26a56 .. win t-9 21_9- _ /� - - - - -21..9' _15.0' - - _ _ ` _t♦•t♦•t♦I + 'd "a � :,♦♦`� 1� J Q a 1.173f1 ;ta _t.096 S:259.54 ♦`♦ l Q - �� S 257.19 lig 15 IPA^ / 1/2n i Itaratt-44\ l w TG`281.14 Z aL \ 8:261.79 W •� 55:267.96 t 8:258.00 S:?59.85 G:280.18 G:281.14 1 Z S:257.14 r r .:1- �_ I i Fi _ \'` �� S:'ffi074 N ' 1', ^ 1.096 -,.07b r '� \ S:281.72 i 0 O • . TG 257 06 7 �[ TC256.61. '•1 �•' • S:268.83 7 ?� �' \ S:287.15. 9•1 ••TC:2E7.37 j TC257.92 ` •\ G' .2 :•� __ - � 2 ccnn 0:256.56 G:256.61 w G 267.37 G:257 42 1LL�i \\ 5:280.&9 PCTC:282.08 /IP ►"♦� 8:282.28 0 Q O - - _ SW •'BROADLEAF TERRACE - - 14400 _ _ _ \\\\licl lel tel . ��. 4 TC:282.31�40 1 I'lL J• s:2 .43 \)S:262.55 1`1 1 I< N N 3 1 \ CC - -0 0 0 to T 5:284.51 O a d z ° I a 3 264.44 m .♦. C o 3 U `^ w 1 d - 1 'm .:� 0 0 cc a = > ti I S' N 1 I 2 I •�• 8 lip g P° 8 I - -X-X----X---x-..x. .ye.-c--. - - ? c. rl _ _ _ , q 1 1 I . a gg 9 c7 TURNAROUND SPOT GRADING DETAIL EYEBROW CORNER SPOT GRADING DETAIL H $ W If co o SCALE: H: 1' = 10' SCALE: H: 1' = 10' ? g PR g N , 0 I ff pNI ag CURB NOTE:16 Q G c I CONTRACTOR SHALL NOTIFY CITY OF TIGARD m INSPECTION & ENGINEER 48 HOURS IN ADVANCE rn OF FORM WORK COMPLETION AND PRE-POUR PONS OF CONCRETE RAMP/SIDEWALK. CONTRACTOR �gMESTOWNEVILL4GE N SCALE SHALL NOTIFY CITY OF TIGARD INSPECTION AND !b 0 S 10 0 5 10 ENGINEER WITHIN 48 HOURS OF COMPLETION _- - FOR POST RAMP/SIDEWALK INSPECTION. ANY 131-029 1 NCH 10 FEET WORK PERFORMED WITHOUT CITY AND Type ENGINEER INSPECTION SHALL BE AT THE RISK ENGINEERING •w OF THE CONTRACTOR. ENGINEER TO PROVIDE Sheet a ADA INSPECTION FORMS TO THE CITY. COT CASEFILE#SUB2021-00005 , C3.4 LEGEND O. u `ems PROPOSED EASEMENT LINE �0�y I N - PROPOSED CENTERLINE {L W J e PUBLIC DITCH INLET DATA - - PROPOSED RIGHT-OF-WAY - - PROPOSED LOT LINE a. p a a >r TAG TYPE STATION RIM ELEV IE IN IE OUT SLOPE PIPE Z Z r BOUNDARY LINE7+80.66 0 0 �y� ..�.„ x J �e a n� _ �L-� +X --�(- 0302820 NI LET" S 6.73' L 1 255.04 250.07 0.0932 12' DUCTILE IRON PIPE F SIDEWALK TO BE BUILT BY HOMEBUILDER ha i_ 1 1 - - - re I oi "NON-BUMPED SIDEWALK TO BE BUILT WITH I] /W Z 0 o • I FACILITY PERMIT d 0 r bI 0 PROPOSED PAVEMENT 1i El 01 1 ill TRACT A stm: • W g bc. PROPOSED STANDARD CURB &GUTTER W w Z g 7 I - /N. Zug= `: O�� PROPOSED STORM LINE&MANHOLE 0 a • I 0 03C278C dga IC) PROPOSED SANITARY LINE &MANHOLE 03C282C -`` 03C279FC CLASS 8 �LL i i - b I 6 PROPOSED WATER LINE AND VALVE _ s' f 265 265 N 030283 ° 6 © - PROPOSED 1'WATER SERVICE&METER I - - I030281 _ I� ~ ` A / *S PROPOSED STREET LIGHT j •��•• ••• • •I 030280FC ♦•••••••••••�� i�it��oti`�t ...t �! ... . I .... I \': y © I STORM NOTES •► � , u �•�•Q \ i CONSTRUCT TWxB'L STILLING BASIN PER CITY OF '• r f I 7 I3+00.• • ' ' ' ' ' ' ' ' ' '.'.'.'.'.• • •.•.•.•.•.•.•.•.•.•.•.•.•. .•.•.•.•.I • i. . . . • • 03C277WQ� O TIGARD STANDARD DETAIL6'20, SHEET C8.'2. Q� o �• • • • • • • • • • •-• • • • • • • �• • • / •its•tie. 0 I O BEVEL PIPE TO MATCH SLOPE OF FINISHED GRADE. . . . . . ��•. 260 I 260 5 0 4 SET MANHOLE RIM 0.5'ABOVE FINISHED GRADE. �� ,•.'�� , -. O CONSTRUCT 60' FLOW CONTROL MANHOLE. SEE �� .� nit 4. 1 I DOSDNGGROUND // 4 CWS DWG. #270, SHEET C8.4. .��.�.�.�..�.�-��.�. _ • >� ••et; 1 "t /� O INSTALL 4' HIGH, BLACK VINYL COATED, CHAIN-LINK '�i,, �•�•• o 0 PROPOS�D B'WA =' INE FENCE WITH 12'WIDE GATE PER CWS STD. DWG. \, - ' ' ' ' �•�' I - - � O SEE MANHOLE ROLLOUT DETAIL,THIS SHEET. p mm _ _ 1.• �'i vN ��I 100-YR WSE = 255.04 I 25-YR WSE = 254.98 CONSTRUCT 48' SLOPED AREA DRAIN MANHOLE PER 0 \11 SDLN-01 (PUBLIC) PLAN 10-YR WSE = 254.95 0 DETAIL,THIS SHEET. ~ w 5-YR WSE = 254.93 - . t7 SCALE: 1'=20'(H) 2-YR WSE = 254.87 0. Q -WO WSE = 251.41 (, J 255 - - 255 ° 5 48' MANHOLE WI GRATE, Q z W SEE DETAIL, SHEET C8.4 IS Q Z cn FlNISFEDGRADE �•-\-'• :- Q a L Z 0 72.71LF a = a 12" INY OUT {N) 0 12"PVC D^J3 O�72M SEWER 1 LIE = 250.82 Z � .._ • wegaO w cH O 2 cc 1 Vai il g 10" INV IN {NE) 25c - 37.32 LF 0 - - 250 Q w Q - f'� IE = 251.42 12" PVC D 3 o3C277F FACTORY CUT LIP OF STRM SEWER I OLRFALLE.EV=26024 N //wt Os 5=0.00564. STA.8+25.97 MANHOLE, OR 12" INY IN (W) niter) O PRECAST- er, erg n, •• DFAD ELEV=249.80 rum:: u�T Sftk Ts. I 15.14LF 14.0° - c c c � o 10.00LF 1.0 2 n4) III- �' `� 12' PVC SEWER, �ST M SEWER RIM ELEV-AS G J I.STRM SEWER } 1 _ m Q+ O • STRM SEWER SPECIFIED N N r 1� w S=0.0060 S=0.0053 ON PLAN . III 3 12 INY IN (SE) �. I PI r r �` 10" INV IN (SW) IE = 251.22 a'1 - I I • U 0 --; I I I ., d IE = 251.22 gas 245 ,z a " z ' hi g gir J -I I I I� ffiII .- I I I� e e 3 t `" 4 �I 03C277WQ - PLAN (60" MH) I -III- ' G J A c c d = S �I I I. 1 I-I . I I I- a SCALE: 1'=4'(H} I I -III •• • . I I v R I -I J =- III i' co 2' 4' 6' 8' 10' 12' 14' -III . : I II N 15 ' (INSIDE QitffRfNCE) +: G J N 258 258 5'MINIMUM _ i' 4S' ►).:A I ZkillPI -IU J IIIr m I - II :;:` :. I I I - NE 256 256 II I Imo) -:�: G J :• I I I• CI I (1�L11' Z I 240 I 240 u W9 254 S 252 ��`870 1.67' . . i III . I . .. . .f .. : ;. 11 I (NE; 387,--i N No a0 LL CV aNc W sJ. Q r 250 �N� �SEJ �wiMI 250 in 0 n N N N N N o i to ~ I Q a o in a aoN a rota = a v a Oa •N � a � � � of1 ' Gg C I� N p 0 a° a II aD N O ^ N Q i 1° Ifl N II 15 o a a17 N o a 1- O o II m o O Z O N N N 12' MINIMUM •-0 e Q m O O a N II ' c% o ri II 5- = a N II O a e a.. ' ao cC -I o • II II II II LL COMPACTED FILL BASE g c ao a me • II Z to an° v 5 M N II v C N m 0 a0 2 crf��••� J��ft AA A m �� air AWN LLnrO NN? N & r �ZN U � CAr�N 00r a• V� @Ncn e ill 5Z al cN JL�11oN /w-/� I- K____,.._..,...) MIS C 03C277WQ - DETAIL (60 MH) � } O NN ~ atc1+ z NLLvF C1J � O NNE � � rnONF � 67 Or O• ON II iv ivbb -' SCALE: 1'=4' (V} NnZ II NJ �' nZ a nZ a naoZ uLL""""Jz O D z O NZ .. J NZ FN - Jr0O �a02- C oui �aCu=iww rUicoFO �� C MzauDv7 �w 0 < 0Na2jZZZZC NOTE: SCALE JAMESTOWNE VILLAGE N O ul W W o v n cr w w 0 ._, ¢- O ul r r E W W W W us 1- MANHOLE TO BE CONSTRUCTED No. 0 235235 20 0 10 20 j 7+37 8+00 9+00 ACCORDING TO CWS STANDARD DETAIL#010- === 131-029 Ul 1 INCH=20 FEET t SDLN-01 (PUBLIC) PROFILE SLOPED AREA DRAIN MANHOLE ENGINEERING m SCALE: 1'=20' (H), 1'=2'(V) Sheet N.T.S.ed C4.0 COT CASEFILE#SUB2021-00005 LEGEND 7p < ., PROPOSED EASEMENT LINE _ �0�y N PROPOSED CENTERLINE AL�Lq J g. .—X---Xot ---k-----X--Ltr- I.(--)(—X--e-4(-1-1(--X----X- ) - . - - — - - la - - PROPOSED RIGHT-OF-WAY I VIII 0 g j I - - PROPOSED LOT LINE Z a 2 a 0 7:•. 2 : '} ' I - - BOUNDARY LINE 0tv I 0 . :: :./ _ I SIDEWALK TO BE BUILT BY HOMEBUILDER ig g I:.(: i SIDEWALK TO BE BUILT WITH O LL a i T ai ; FACILITY PERMIT Q 8 9 I r LL •- :•- .. si cc Q ' I PROPOSED PAVEMENT 0 �? }: ii:; _ TL 700 I .......... . W C$ " WILLAMETTE PLAT 2 " I * Q •: ' I �+. I I W ' zg O PROPOSED STANDARD CURB &GUTTER Z 1 1 10 m I _ :.I(:. I PROPOSED STORM LINE&MANHOLE 03C270 ::.,` 0. 4 a 0302690 030268C (0 '1 - - - - , PROPOSED:::: =LE l ' PROPOSED .r.... • .... • ' �} s . x ....... 5:' ' ,,x'ss, ...x *SS k'. '" XSS �(s�.......xss.A 1 Li� '.. .. "•. , ,.'.'... ... . � _..... ... -.......'.'.'.'.'.'.L'.'.'..-.LL•.•....—.4-.:-r...............L-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.I ® PROPOSED 1'WATER SERVICE&ME-fER � � rt\b\ _\:. .... ... .� . ... 1 Sul' •k.. ��y.l�:Nl'��W'd',.F`�N!' vd�'��\.lam�1y : ljl wY./�a��:�/f��:: � "t r .. � C+�- (� Tr.r :• y;>.Y.�s .- 1'•�.".a�:��,.r.. >�::.c ..�:, z.r.. '.:: '•-r'v `'r'�; ® J Xw �� cl>..»s.�. z. M-..._,.-,,..-� c.. ..:,. ; E . �b .,: . ... ® -i PROPOSED STREET LIGHT 7+00 _.....---exarri••••••••••• •••••••• .•,3/4 c4k, ................................ �..^ / 7 ............................ .......... tXWX� I- JAMES STREET PLAN SCALE: 1'=40' (H) W LLs CC CI. CO a 2 JJ 5 I a 285 285 f"—CLASS B BACfi1LL-0I LLI w CC a O PVI STA = 8+51.01 w I (~/} I- aj 280 P/I ELEV = 272.63 ELLr. 280 Lu w a A.D. = -2.69% ; PUBLIC AREA DRAIN DATA K = 55.81 Zip W ( a O a ly LVC = 150.00' ` of 0 a - o n Eon TAG TYPE STATION RIM ELEV IE IN - IE OUT SLOPE PIPE 2 w Q N n Inn U 7 m 'O R O r In r 07 (0 - Q > t.' r O r + N w N07 N t N t N •0)1 9+61.85 0 n r In O rn II (sacra•+ r r a 03C268C AREA 18.10'LT 269.88 "' 266.06 0.0652 40.32 LF E In + N v 0 II w O O I- II II II + N DRAIN 10' PVC D-3034 n co • N r > r N II II >> u N JAMES STREET 275 II I� +n D08T1NGGROUND + N H �� ua n Q w r u275 N N N N 07 + + H I- J I- J II to w d > 10+43.01 n fa)CENiEALINE O O LA_ (n w_ (n wAREA I- w > w I Urrw_ aW DRAIN w 10' FVCD3034 5 03C269C 17.00'LT 270.72 267.14 0.084044 ••+ ••+ '+ wJAMES STREET y y Li. and 0------ ~— n -`tea'7% -0.37% 0. % , `D_-0.0576 ` `_0 82�/ " DENOTES GRATE ELEVATION ° ° ci °C Cr~ n - 270 i t - I I - 270 g al n Q' a IT ;IT 11 (�1 ) on 1— 1— .-'r _�. C C U h 1 -- STORM SEWER NOTES eC° c w o EX.E WATERLINE '" -- a a o� a` _ > ti a 265 (APPROXIMATE 265UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' r 40.32 LF - LOCATION) PVC(ASTM D3034)WITH A MINIMUM SLOPE OF 0.0200. °D 10' PVC 0. 3 L I 44.19 LF LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE i' WITH MANUFACTURED TEES. &i STRM SEWER 10' PVC D-3034 u, o S=0.0652 STRM SEWER ALL 2'x 4' STORM SERVICE CONNECTION MARKERS TO BE �,1+� 1 i P § N S=0.0840 COLOR CODED WHITE. 0 260 260 i q 7 _ _ ' 4 _ _ _ ,_, F-y 4 BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE 4 GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, ir LI``- - 4 y 4 4 NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE � - -_. ._., __,44 NOTED. 0 W9z o EXISTING 8'SANITARY SEWER z a Z . -——. —— — 7 LINE(AWROX.LOCATION) - a W N a a a -,- THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION I- 1 1 E in U p O co r J v v a m O O n & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. J g i NI 255 - Q(0� N Ir. ("a ?Oro Q r N 255 W r N W W (0 (0 LLl m '7111 g O II D N N N I g r II IR a �a �C a00� m � III� II aaa � ` I ¢ ag C 00+ (A Na o + cnrNOON maeN'- �� C M (OV dI � II D NOW N IIZZZ NOW IID fll(( •c 250 a 5a-CW o "0EwwIDw a Ew 250 m ,J S 7+00 8+00 9+00 10+00 11 +00 12+00 12+50 Project r JAMESTOWNE VILLAGE a SCALE No, JAMES STREET PROFILE 40 0 20 40 131-029 SCALE: 1'=40' (H), 1'=4'(V) relle Ul ENGINEERING 1 INCH=40 FEET U Ul 0 Sheet co C5.0 COT CASEFILE#SUB2021-00005 I ': :. :.' I T •--'•a '-� -' se I 9 P: : :Y 8 7 I r ; ~ IL LEGEND a 6 ::::: . SW BROA' _ _ �L• • s� a . 03C272C -------15.•-•-.-.. - re:tAK.t.:•x.iCIWi-•• t§s=:z =' i•=:f=::.'s:i' : r:+:;:i:=::5:=:=::::::•s::=:::=:?1 o�- -e / PROPOSED EASEMENT LINE 00 IM X _fir►. 03C276C "' ?I +:a.; - PROPOSED CENTERLINE �I 'Ln 030274 - ••-- -- -- }- .� i PROPOSED RIGHT-OF-WAY V TL900 _ `-:* oaf ;;;o • ill: , ai � aiaiai x:: �< �4d' y\ .�°+ - - PROPOSED LOT LINE Z " Z 0 .�`A ,�. , E5 m£•. f."�r� - - �' ,7 03C277WQ) - - BOUNDARY LINE 0 = a 0302730 S.r^?•.m..%•: m.m.•.st.•:•F:::V.C•SWa.v- C!).0••..ia•:❖:•:: :�.�:%�:=:%ate:=:.PAPP'AP •r•• •-.•-•PP-•-••••••••- o AN I ►'�� N c CC 0 0302750 ..�l�s° { - - - i��ii.it;S: 1- SIDEWALK TO BE BUILT BY HOMEBUILDER : "■`°r `e TL 600 I I • SIDEWALK TO BE BUILT WITH W • Z a\ • \ram 03C271 lilia mi 1 I 2 I 3 I I \� ��I 4 I FACILITY PERMIT d (3 I ..... . �{ I PROPOSED PAVEMENT X E N W p� I I ii,+ n... . �;�,. I - - - PROPOSED STANDARD CURB &GUTTER W 2 - - . ,. ..0. X X )( X- -- x ix______x . .,..4„:„ - I Z •r; Ql I PROPOSED STORM LINE&MANHOLE Q 1 I .�: :i::: " ' gI I .... . rr ` PROPOSED SANITARY LINE& MANHOLE a I • I r: •:::. ® PROPOSED WATER LINE AND VALVE �: : I N .`. ...' Z. L TL 700I -� ® I v3 PROPOSED 1'WATER SERVICE&METER 1 i " WILLAMETTE PLAT 2 " :W I ►'•� �,d N I III -■ PROPOSED STREET LIGHT , _ 12 11 I 101100 p a c� I I; 030270 STORM NOTES 030284 _ -7 4. � 0 260 SEE MANHOLE j CONSTRUCT 60' PRETREATMEN T WATER QUALITY �.. ,►'� MANHOLE PER CWS DWG. 250 &' y 1 :-. 5 ---Tc xS5-X5s +OOxss XSS XSS Woo-XSS kSS.......XSS. (s$ ROLLOUT DETAIL, SHEEP C4.0. I •�� 41-II: � l� t• .•^ YUlr/ J •Cn�N.� �w'<W��-r„A\�i�n��u%�4'M:.w•�w . - -I ' LFC of C• D•.n..an a1M jinn !' r-�. . . SW BROADLEAF TERRACE / SDLN-01 / SDLN-02 (PUBLIC) PLAN P 0 a 2 SCALE: 1'=40'(H) wm -, v Q 280 r CLASS S''BACKFILL r o O N 280 � PUBLIC CATCH BASIN DATA W J FM ELEV = 268.98 -1oo -I U - w A.D. = -4.48% 8o r o r r w TAG TYPE STATION TC ELEV IE IN IE OUT SLOPE PIPE Q 0 Q LVO 290.00' a+ r- a rl 0302720 CG-30 17 49'LT 256.68 253.15 0.0204 21.15 LF �I - • O N a+ F BROADLEAF 10' PVC 0900 Ce ♦ . r0 II II O CV12+13.13 - W w 275 c� < . II 275 0302730 CG-30 25.50' RT 256.70 252.92 0.0124 16.16 LF I- OS Z to ca I- _1y BROADLEAF 10' PVC 0900 o N w 15+40.64 0302750 CG-30 50.50'LT 260.18 255.00 0.1333 28.35 LF Q 2 I- P/I STA = 12+00.00 r • E E BROADLEAF 10' PVC D-3034 W 5 w P/I ELEV = 260.00 > c 15+40.66 15.92 LF 2 Z A.D. = 6.48% M w :ti 11/4 I 0302760 CG-30 15.50'RT 260.06 254.88 0.2173 10' PVC D-30340 Q a K = - 5.42 a , i��!,2 5' r, ( BROADLEAF • -, w 270 . LVC = 100.00' r ui I I ` 270 0 N a (STREET _IGHTING O N I EXISTING O w 0 REQUIRED} O a + N /A -i {I 't GAS 2CO ciirni (jw �`�e f MISTING rN ww / / - Ail WATER Q w Q (NON-AC11VE) > i.7 d Vf Vf e f 4 ElO5i1NG 8' 265 O t do ' p 265 WATER O O ww .- EWI NG 03Mu1 y ^' ^' "' a + caosslN 1 STORM LATERAL DATA N 'n PROP 08eD GRADE a N �i I 18.45 LF v m @CE`NiERLINE ,- ��' 10' PVC D-3034 d d M N (j I i STRM SEWER LOT D.S. DIST. FROM INV. EL. @ INV. EL. DEPTH a a a cc u II w S=0.0217 LENGTH SLOPE 260 _: J 2B0 NO. M.H. D.S. M.H. MAINLINE @ PLUG @ PLUG gyp--~; I g m g m a a w w _ 1 277 249.52' 32.0' 252.54 253.21 0.0211 4.6' II II ° PROPOB� - =- I DO-im8' 25.56 LF „^ r - -1.00% SANITARY SEWER 12' PVC D-3034 2 277 219.80' 32.0' 252.40 253.06 0.0208 5.0' a a ., e V RETANING WALL -- L Ts a. o M d • EXISTING GROUND J CFa381NG STRM SEWER 3 277 109.79' 32.0' 251.87 254.16 0.0714 5.0' e e 3 ? `n w �I @CEAl1ERIJ1t 161.06 LF S=0.0333 d d �� 12' PVC D-3034 4 271 21.20' 35.0' 256.74 258.57 0.0523 5.0' d E a° 2 0 d 255 �r� O 255 0 O oc a S D a / •■ PROPOSED 8.1 "� S FtM SEWER S=0.0488 5 271 0.00' 35.4' 255.37 257.07 0.0481 4.9' 6 276 15.02' 39.3' 252.99 255.92 0.0744 5.0' N / as J r 315.98 LF- 12"pVC 0900 STRM �wE�yE a g=0,0047 41.16 LF 7 276 98.35' 38.0' 251.82 254.27 0.0645 5.0' cO co _ _� 12' PVC D-3034 _ _ _ 8 liP1 N I STRM SEWER 8 276 206.97' 38.0' 252.34 253.19 0.0225 5.0' Z Q 250 m rA A96B 250 0 1- �� I 9 276 283.00' 38.0' 252.70 253.50 0.0211 3.9' --__I__-__ -------4-----___________ V - 2dJ (jl 245 FRt7P[WERctFn I 245 J N SIT NflK STORM SEWER NOTES o -)7 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' m c LL n LPVCATERAL (ASTM D3034)WITH A MINIMUM SLOPE OF 0.0200. e ¢ aO n N tNo r d M LL pCco LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE G ii) H a NNacy a aD n M b r Cl O C7 N r F r co N• - CV r o WITH MANUFACTURED TEES. 0) FO N CJNN rN . O r to oo r ('7n N O O Ca00 C7 Cno C a Cl OC240 � n In in O n r . r .n Nn I • fnOi O = ,� ' O.a CJJ N N Or 1 o rnWm _ NIIa ur n ti c •� m •� ° VJ L cc��7 N - c 240ALL 2'x 4' STORM SERVICE CONNECTION MARKERS TO BEO .. 0 IIII N NNN II .. NNr ^JNN N LL NIIF LOaCOLOR CODED WHITE.0 LL z O ZZ N Z N I I J I I 'd1 toaLL3NW ' rITAJ06.-. IIII w .40LLJInIIN3 � ; LL02IIHII ,. iodt200II OO2u7z PrOset r o `°n N N co z N o cn N a N a w�ul �" a r r(A N U A r BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE JAMESTOWNE VILLAGE O er + OdD OO . + 00 I ' � r +•p. 00N• O + 0 gOOr � 0r Nr + ' �- IN SCALEN GRANULAR TQ N ~ 40 D 20ET 40o N . QuII O II a�� II N N a) QN II 4l I NATIVE BACFILL IS PERMITTED UNLESS OTHERWISE 131-029 + �� zO MN a QOO � 2zzzza MNwQ - �-ZZ0 UQ Oa+ cZ -ZZO OF+ T � O COF r �O NOTED.CaF� aw! ww OmOrEconniww amOcwww OW , r ¢wwww OcnmaCww OA '?rCIA rife 235 235 1 INCH=40FEET ENGINEERING 15+62 15+00 14+00 13+00 12+00 11 +00 10+00 9+75 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION aSW BROADLEAF TERRACE / SDLN-01 / SDLN-02 (PUBLIC) PROFILE & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. / fleet co SCALE: 1'=40'(H), 1'=4' (1/) C5.1 COT CASEFILE#SUB2021-00005 LEGEND + ,,, ': I I PROPOSED EASEMENT LINE 0 I El' : : t X I - PROPOSED CENTERLINE li J x - - PROPOSED RIGHT-OF-WAY 0 3 11Hc, a= � W _ - PROPOSED LOT LINE Z Z a Q I " • BOUNDARY LINE 0 Q 9 xi I - - - - - - 35�C �3775 SIDEWALK TO BE BUILT BY HOMEBUILDER N a :::::::H x I > 6 ` - SIDEWALK TO BE BUILT WITH W ' Z :::CC I �; t t•.. FACILITY PERMIT a 0 a � it ... I ' .' I 03 '1f! e� + / '•. � PROPOSED PAVEMENT N 7 1••...w Q`° ��._r+ ,,fie - , • � or: ' I •: I TRACE .:� 1 ,� PROPOSED STANDARD CURB &GUTTER W 0 03B197C - t ''. 1 e'. / ' /7. s� H �coFr xarr= Z - orr--�r�otr xc �i�xorl'�arr -� 0. vi�j tr a OSC2824 ; 4PROPOSED STORM LINE&MANHOLE 110 i; t cc.......................... : :... • p i .a 03B196 _ _ :: , .........................31�b..'.'.'x...... :.:.:.:.:.:.:.: • •••••••••••.•.•.•.••••• .... ........... !- c PROPOSED SANITARY LINE &MANHOLE S O. +OD yr' ......... ....... ......... _y a ly■mow !P 0 PROPOSED WATER LINE AND VALVE 03B195C .lv e Il1_..... xw ebb -xwr Akw - � � _ xW xw - - ---- - ��a �Ii■� . •y o3c28s •:3 '11 N u r r 1038784'. :as• •;'� •: • .._.;'•. ::.'. 03X',281 I 11 i n1 iy M • T I I '; O x-Y.•: '• I ? PROPOSED 1'WATER SERVICE&METER CIII MATCHLINE - SEE RIGHT MATCHLINE - SEE LEFT . PROPOSED STREET LIGHT t� . 4 , j SDLN-01 PUBLIC PLAN SDLN-01 (PUBLIC) PLAN( ,, e� 4, cc LINE BOTTOM OF OUTFACE SCALE: 1'=40' (H) SCALE: 1'=40' (H) Ns.... ..., o WITH MIRAFI 600X STORM NOTES A- ,ar, a OR APPROVED EQUAL 9 CUTFALL PIPE O CONSTRUCT RIP RAP PAD PER CWS STANDARD DETAIL - • 5' 790 AND OUTFALL PROTECTION DETAIL THIS SHEET. - .'•, a S:• INSTALL CONCRETE HEADWALL AT END OF PIPE. GEOTECHNICAL ENGINEER SHALL APPROVE PLACEMENT N:;:. . 1:1 SLOPE TAWliii+� !i ::•a •'''i e" (BOTH SIDES) OR ROCK. _. J O OUTFALL ELEVATION = 220.04, STA. 1 +00.00, SDLN-01 . CLASS RIP-RAP 100 BEVEL PIPE TO MATCH SLOPE OF FINISHED GRADE. 7.5'WIDE x 8'LONG I 4 SET MANHOLE RIMS 0.5'ABOVE FINISHED GRADE. OUTFALL PROTECTION O TEE INTO PROPOSED 12' STORM LINE. N.T.S. 10' IE = 220.55 W STA. 1 +26.37, SDLN-01 . OINSTALL OPEN INSIDE DROP MANHOLE PER CWS 1,9 DETAIL 080. O C A/ J lai 5 w 250 250 265 I 265 Da Z CLASS B E ACIiILL EX.COMM IE-24t.97 _Hi (+ CLASS B SACKFUL 2 0 Ex'GAS SEFNCES. EST.336' � r PUBLIC AREA DRAIN DATA 5 w Ex.WATER SERVICE, \--. 2 z SST, �� / PROPCBEDGRADE © TAG TYPE STATION RIM ELEV IE IN IE OUT SLOPE PIPE Q O 245 • "-de/ 245 260 Q PIPECENTERLNE 260 1 +48.28 el a LU DOSING GROUND // 1 03B195C AREA g,66'RT 225.84 222.75 0.2406 9.14 LF O w O PIPE CENTERU NE // y DRAIN SDLN-01 10' PVC 0900 0 In / / ' /// 1 03B197C AREA 7.30'LT 225.80 222.46 0.2610 7.30 LF J w Q / B(ISTING GROUND / DRAIN10' PVC 0900 t7 / @ PIPE CENTERLINE // SDLN-01 V) E p 240 • EX WATER SERVICE, / 240 255 //'/4/ 255 en Cr) m EST.38'COVER // PROPOSED _ N N N U.GAS SERVICE, II // � MANHOLE //___.ARY SEWER //v EST.38'COVE3 Y/ f d d d / •N / 7. 5LF m m Al 1.6 la / 3.ofL I 12' PVC D- 034 0 0 0 °C 235 /// ¶/ 235 250 I STRM SE'NE 250 J m b // _ppc�`r'`�P I S=0.0612 5. m n M C a // ,V'�I rI en r r EX.GAS SERVICE; / F EX DOMM, y w •E EST.96'COVER // GG0O0 EST.WY COVER SE�1 JEft g_0.0137 - 0• 2 EX GAS, / J a S'TRM IE=228.08 / oar ,2°Q�� a"3� STORM SEWER NOTES °. 3 " r.r. t 230 / 230 245 245 p p` o� a` S a EX.COMM, g\9 UNLESS OTHERWISE NOTED,ALL LATERALS ARE TO BE 4' co IE 227.99/� n`�$5 i FNC(ASTM D3034)WITH A MINIMUM SLOPE OF 0.0200.CO / LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE it' (Si DC.POWER,COMM, WITH MANUFACTURED TEES. co OAS SERVICES, r// PROPOSED CV SANITARY No EST.S8'COVER / �F LINE ALL 2'x 4' STORM SERVICE CONNECTION MARKERS TO BE51 oli P § % 225 i.� • 225 240 240 COLOR CODED WHITE. - a DEFLECT BOOM e r WATERLINE UNDER STORM BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE 1O &SANITARY CROSSINGS. GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, Q MAINTAIN&MINIMUM NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE CLEARANCE BETWEEN E iz ul CV © ` 11 i 1 PIPES NOTED. t� U 220 I 1 220 235 235 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION CC & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ? sa g CV 0 CO ri g i ja 45.35 LF r FF - - M ditch 1 :' PVC F!679� a a c STRM SEWER �r ri °Dto S=0.0068 N a a 1-0 r • a�O �rII rII zAI a0Ob 0.0 Nn zc 215 o a g 0i 215 23ct0 A o ' r 230 N I LLO NII c O NN LLO ' O iii O. II II 0 � b c--.GDP 07 I i07O: �N `Ori �n :::Nifif`-N Project a rN7( � p , Oar aCjr4NN JAMESTO W NEVILLAGE r C0 NN it, 00 I- N i ajN � SCALE� 1 IIL NZ II rr NLZ IIL N0. , � � � 1- M2� 1 40 20 40 m2ZZO mQp2Z0 mQ82? O 0< 02O HD0 131-029r4 OU7 OW W W (034S_W OtI cn ono F �_EWWW oca EWW 210 210 2250 ¢ Pne 225 1 INCH=40 FEET Ul u 0+75 1 +00 2+00 3+00 4+00 5E004 5+04 6+00 7+00 7+37 ENGINEERING Ei SDLN-01 (PUBLIC) PROFILE SDLN-01 (PUBLIC) PROFILE Meet m C5.2 SCALE: 1'=40'(H}, 1'=4' (V} SCALE: 1'=40'(H}, 1'=4' (V} COT CASEFILESUB'2021-00005 LEGEND 0. i PROPOSED EASEMENT LINE �0 In �y — PROPOSED CENTERLINE IL W cLrol .-:_ I II — — PROPOSED RIGHT-OF-WAY W 0 3g . J ' 8 I � — — PROPOSED LOT LINE Z 0 a O • 7 :•.• ; :.:: I I-•: :•::: BOUNDARY LINE OZ = 4 t.:: �� x • . ... . . ;14:74i :iit , a rs-tit4_-_-.1-_-_-•;t1t4. SIDEWALK TO BE BUILT BY HOMEBUILDER N I _ re ':' I , ,.„ •,.;i:;:i:••' . ' '�'' ' :::to ' SIDEWALK TO BE BUILT WITH IY D s • ,. .�..: ... . ^ . • . • . ; �.... FACILITY PERMIT — • rc — I• -- PROPOSED PAVEMENT = Q c 1 : : Bk.. 3 �_�—�_�� --340- a�,0 SS03B134 W • • 9 :: : '1 PROPOSED STANDARD CURB &GUTTER �• PROPOSED STORM LINE&MANHOLE 4i ® PROPOSED SANITARY LINE& MANHOLE • / � . . :: iIX SSO3B113 . _ / • 4 'V I t•: :• si PROPOSED WATER LINE AND VALVE N - . c : I a PROPOSED 1'WATER SERVICE&METER ♦ 4 M \ I ili.: i • i PROPOSED STREET LIGHT m? km.. 4 i:t, i _ \ 6 NN1 Iia:ig:Ji I o SSLN-A PLAN SANITARY NOTES ' SCALE: 1 '=40' (H) O CORE DRILL AND CONNECT TO EXISTING MANHOLE PER CWS DWG. NO. 030. ROTATE EXISTING MANHOLE STEPS AS NECESSARY. WATER NOTES ODEFLECT EXISTING WATERLINE UNDER STORM AND SANITARY CROSSINGS PER CITY OF TIGARD STANDARD DETAIL#563. CONTRACTOR TO EITHER CENTER A STICK OF WATERLINE AT THE CROSSING OR PLACE A 6' JACKET OF W w CONCRETE 10 FT ON EITHER SIDE OF THE CROSSING. W 270 270 MAINTAIN MINIMUM 12' CLEARANCE BETWEEN WATERLINE 6L mm Q W AND SEWER MAINS. 0 J CZ ON z o 265 265 Z I•+ CIASS'S'SMELL ► LU 5 LU U a o 0 260 PR[]P,en OIgMF 260 LU ` 0 PIPE CENTERLINE I Z cc w Q VI > t7 VI E F \ --.a BQ5TIN4 GROUND 255 SEDS'DI \.... @PIPECENTT31LiNE 255 W T?RLINE 1 `� \\/~' --� L4, .. •03 u: ` A A A W \ N -1 en s m 2 Q+ a \ u IT 4 i i i c O 5i SANK " `SEWER in PROPOSED STORM r Z S U SEWER �--' II 1,,.J � � N y efilI I BF INGS' V�f�TERLINE SANITARY SEWER NOTES c c� Cel o I 285 84 L '8^ �- 4 __ UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4' a ��''"" ' ---_ -11_11- _T 1 245 PVC(ASTM D3034)WITH A MINIMUM SLOPE OF 0.0200. i. cad. 245 _ %� I ~-- I I LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE N 1N(rH MANUFACTURED TEES. z co I N LrII`./ I I 8 1Wpp O 41.29 LF - P ALL 2'x 4' SANITARY SERVICE CONNECTION MARKERS TO BE N N 8' PVC D-3034 0 COLOR CODED GREEN. 7 a SAN SEWER 0g ill a 240 R=n 00A2 240 BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE a 1 GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, rl NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE p Z N NOTED. 7 $ =c II- 2 THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATIONJ� CD I =m ro 2 Trco N• _ N O & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ? 6E OD r a 235. -Q a a a e e a CB ni a235 mIPE1 c] v O.-.z N N io d M N i 0 a N w Oda NOn II cNz aN r ii NN r • co II / ❑ N DNLL❑1 M N�5 ap ea NSn mO <a IIE.co J a C C] ra I� II �� m Z IIco I- O + acnrz N•1- I lisp m MEMc+v -ZZC 2acJn2zO �QNgO �� z 230Na� .-aITwww cnZofndWLL I;��pLn �-ww 230 PS c i 4+28 4+00 3+00 2+00 1+00 JAMESTOWNE VILLAGE a 40 SCALEO 20 40 ND. 131-029 -- SSLN-A PROFILE 1 NCH 40 FE tuiENGINEERING m SCALE: 1'=40' (H), 1'=4'(V) Sheet o L m COT CASEFILE#SUB2021-00005 C O - - - - - x IF 1( -X _ -- - �( -x- -- LEGEND 0 • , �,t • PROPOSED EASEMENT LINE 0 I N � LSRMW. AC [ + - �y PROPOSED CENTERLINE {L J rrti Iv + 7 co � 8 I 7 I b' CI 4. :. 6 - - PROPOSED RIGHT-OF-WAY ram, I I II ��'+ •' , - •- PROPOSED LOT LINE •� a 2 I : I p'�✓ 'Z�IRP 2 0 "[ ' "�I _■ . / - - BOUNDARY LINE V I a rn T-T A ,r"'" M �W BROADLEAF TE 'ACE (� - fl i SIDEWALK TO BE BUILT BY HOMEBUILDER :946Q..!.C•S!.eS2.l M- _ =.•t wS•dw.•dt:-dm�Q.• *.t.th•••uv:N---:'S1 / SZlar •a s ��{�„ SIDEWALK TO BE BUILT WITH W • O a f,: : �® ` \. FACILITY PERMIT O IL 900 wcY�tw�Tt [Y�tw� <) - . ....... ......... .. .....................:..:�ffi SS03C159 .ri - - - - - - - - - - - - - - - o �icn� --- [ <..:. ````�y•.'�+, { ........... ••-. PROPOSED PAVEMENT W wi L '''dnd _;2.1. w ..i, it . ' .OG �:ra i 7 °e .'a sso3c157:- .•::•:,,;.:i.. :•::•:::•:::-.•::•::•:::•:•::•::•:•::•:::•::•:•:•::•: s:•:• •:•::•::•-•::•:• tur ,, •::� o. • o M ',at; -_, PROPOSED STANDARD CURB &GUTTER Z 2 ' - SS03C160 ti :•''..e } '1i ] $$ �. /� a \ r l' 0I.SSo3C158 ° i�) PROPOSED STORM LINE&MANHOLE pV \ C., E11cac•: I iL 8 2 1 I 2 II 3 \ j" ` ••� ` 4 0 PROPOSED SANITARY LINE& MANHOLE I I I `• �• ' r PROPOSED WATER LINE AND VALVE :.jl I st N SS03C161 I:I. •:i1 i: :_ I 1 - - X X - X Y< )( )( X • �-A---). `�'t^;z `: - - - - PROPOSED 1'WATER SERVICE&METER Y 4 Ai d '� � :.J::: :i ❑ e PROPOSED STREET LIGHT ._ TL 1000 �. ... ." I I ri:::. ::: ::: ..3/4 4., ' . I WATERLINE NOTES _ �► _ I TL 700 I y > WILLAMETTE ` PLAT 2 " CONNECT TO EXISTING 6'WATERLINE IN SW JAMES I I STREET. SEE SHEET C3.0. 12 I 11 I 10 LL w DEFLECT WATERLINE UNDER CATCHBASIN LEAD PER CITY I . • •. w cc 0 OF TIGARD STANDARD DETAIL563. MAINTAIN MINIMUM 6' ' - - - - J cn SEPARATION BETWEEN WATER LINE AND STORM LEAD. b . l ••• , 14}0� O 0 INSTALL BLOWOFF AT END OF WATERLINE. SEE SHEET I . :�ryy= 7 ' 1E -....... xss:::_xss: xss: _::_:xis::::::::�Sss- W�p CO a r, y' w 2 !: p4 IwrBETTERCLEARANCEUNDEREXISTINGCOMMLINESZ• p � � x `• w Q5 6'TEE FOR PROPOSED FIRE HYDRANT. w SSLN-A / SSLN-B PLAN O e FNI STA = 10+80.00 SCALE: 1'=40'(H) PVI ELEV = 268.98 a r a cl M A.D. = -4.48% air + N 5 K = 20.07 ar 0 r II w Lvc = 90.00' a 0 N II SANITARY LATERAL DATA Z • i 11 275 k I CLASS'S BACI¢ILL I I to ci a -.4. . I w75 W O FNI sTA = 12+00.0o a N w E> LOT D.S. DIST. FROM LENGTH INV. EL. @ INV. EL. SLOPE DEPTH m J N FNI ELEV = 260.00 a NO. M.H. D.S. M.H. MAINLINE @PLUG @ PLUG z TZ w A.D. = 6.48% U L., 0 2 Z K = - 5.42 M w - t 1 161 0.00' 27.0' 249.46 251.71 0.0833 6.0' VI CZ Q a v 1 . O r Cq� ' M 1 2 161 199.54' 26.9' 249.13 252.01 0.1068 6.0' VI w 270 - NG N w T 1 270 Q REQUIRED)E 0 + o '- �, r 1 , DUSTING °As 3 157 89.52' 26.7' 248.05 253.11 0.1897 6.0' Q CO LU a Oa rN r/' I,,rrO03/4 O n r S EXISTING 4' 4 160 0.00' 41.8' 253.77 257.31 0.0846 5.9' 2 2 cC 0 ID a ± N Oth - / ~ WATER CN NE) 5 160 15.55 mil Cc' I I Q 50.0' 251.56 255.44 0.0777 6.0' L O " ' i 0 EXISTING 6' 6 158 5.56' 50.1' 250.41 255.14 0.0944 6.0' V) ♦3 E ~ 265 0 ,• n .r f 265 WATER a a s •• i EXISTING COMM• ++ 7 159 68.09' 43.4' 247.84 253.32 0.1262 6.0' en Ns ATV a co + a / ' i CROSS' c 1•- 8 159 176.70' 43.1' 248.91 252.24 0.0772 6.0' 5 _. et N N /, + o r 9 160 0.00' 43.5' 249.46 251.64 0.0501 6.0' w w 031+ �� N N N W r N PROPOSED GRADE IXISTNG GROUND w w TL700 160 0.00' 38.1' 256.64 259.05 0.0633 6.0' °C 260 II ET > 0-. NE -II: a .z,nz: - y A . 260 m b a �u 3 y �" TL1000 157 0.00' 25.9' 256.64 258.93 0.0885 6.0' m -I v v o w - J EXISTING Cr �.4 4 " " I &6NTARY%EWER T r . m 1`00% CROSSING d z U -,F. 3.d MIN. 255 II - - - 255 SANITARY SEWER NOTES c c a a / PROPOSED'��! �LftLiTdE P , 0 PROPOSED STOPM © 44.76 LF UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4' ici -4 - s 8' PVC p-3034 PVC(ASTM D3034)WITH A MINIMUM SLOPE OF 0.0200. ir SAN SEWER LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE �i © - i- - I S=0.0596 WITH MANUFACTURED TEES. aillN I 34.51 LF ALL 2'x 4' SANITARY SERVICE CONNECTION MARKERS TO BE Fi' PV,^, D-303ga 250 250 COLOR CODED GREEN. o I 8 PVC D-3p34 SAN g / f SAN SEWER DER 5=0-0098 S=O. 150 BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE\_24.00 LF i GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, e ~ I 8 PVCD-SEWER 4 NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE Q 7 Z NOTED. 7 S=0.1008 0THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION rn' 245 245 & DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ? a $ N C•3 \ \ M 7 piR m J J J C I- N.A 0.------ Q QUl Sp N =O co coc r Ia O a7 J ul =O et 0 c g0 mm 2a 4 � a? rnm �N ma �ih ri g0 a � c 240 co °° ail Ts Tr 4 a a O 0 N cD,- z z N e a' t�- Z et Ili a n n• c`3 ii ao 1' z cv 0 CV 240 poet w 0 � 11 JrNN II et J J O N II a1- LL JrN co a,.,,Z 22 - e2LL J O II N II i au°i U7121: " II I O cnC II C. in IL Je3NN i to cn N rn r+ W (UIZ . c° + Orif5(90cco 'r0+ ,�' C7NfwA �0r "- Cd " " z c° N -1ao�Ij� JAMESTOWNEVILL4GE N 0r0N u��D 0Np ' a " a- - D orar II DOr 0NaaoI- a ar. 8a " ASS 40 0 20 40 Na. r O Z Z O a N Z_ Z_ b r I I .�.� SCALE ca � � OC + �- - O tn � m + p �www maw_ + c_ co �ZZ � (Ifl-o.k +� gZZO - -mi la- a 131-029 235 TYPe to to m rl ¢w w w to to v - aC_ _ _ m a ¢w w e Esti Hi ill m a w w w 235 1 INCH=40 FEETUl ENGINEERING ID 15+62 15+00 14+00 13+00 12+00 11 +00 10+00 9+75 Sheet 2 SSLN-A / SSLN-B PROFILE C6•1 0 SCALE: 1'=40' (H), 1'=4'(V) COT CASEFILE#SUB2021-00005 GENERAL NOTES 1. SEE SHEET 07.1 FOR SIGNING LEGENDS. 0 I N W Ct !. 2. STREET NAME SIGN LENGTHS TO BE VERIFIED WHEN 1 3 i V SIGNS ARE DESIGNED. STREET NAMES ARE TO BE C(t nu. oR nH1—'sft51l — —xdT�c®Tn ztsi �tUlT- x_ ffi�-7COFf— 'ROFi— AVM — XOH icon— VERIFIED BY THE COUNTY SURVEY OFFICE PRIOR TO 0 a I 10 FOOT DRAINAGE EASEMENT t ORDERING. 2 D _ I rr Q h....,_.. I I I p 1 "" O is �• �:`A:: SW ALBERTA STREET x # # N g — 0 1 I L W o x xw--xw xw_xw xw xw xw�xw ' xw — xw xw_xvl—xw— ' r t - �� xw xw—xw xwJ—xw }r — xw—xw xw xw xw xw—xw xw 0 g a T SIGNAGE NOTES W Ed a1 I I I I I I I I O SEE SIGNAGE LEGEND, SHEET 07.1 ? ? Z I I I I I I I ` 4 OPROPOSED SIDEWALK BARRICADES. /� p2 INSTALL STREET BARRICADE PER CITY OF TIGARD d 0 " C O N A G A PARK " STANDARD DETAIL 46192. I I I I I I I I ' I I I uI I I I I N V,' 4 r; N 10 $ 8 7 8 3 4 � � `�� I I I I I I I i l c § I I I I I I I I NOTE: MOUNT SIGN AT 45 re DEGREE ANGLE TO CURB \ .tt� - - - - - - - - - - - - -TL - - - - — - -1100 I - - L - - I— • LINE. � i2' �f �ll_� o �� 0 1 "NO PARKING SIGN" AS I� 89 7 I " OR W • � � • 2 —I— I I 6. , C 6 ( DESIGNATED BY PLAN `:{: I I NAME Ih. +► / NW S -1 -NI lit, L Vt. E`y. �~ :•. —{ �L r ., ip 1 \` :' leit:bROADLEAF I ERR j � '" v, \ ; 6 I I z o o '� .., 0 TOW AWAY r Q w I ZONE I — — `� ` c. +r' i T` — �� N. INSTALL PER TYPICAL SIGN2 Z TL 60o INSTALLAT10N, SHT C7.1. I I ��Z:: \ 11-r ' ° I I a I 1 I 2 I 3 \\ \ \ :. k �1 I r i 4 I I O I I \ rl ' I FINISHED GRADE OR I— tin I- : :�': : t SIDEWALKZ ©#y - t. I �Q��Q��Q �PO� OAS Q O — - - — — IAD :I : I I , I 4:�: 0,{O,{:,:�,�0 Q 0 O I LI wQ cc t •▪ : . ' TL 700 I I " WILLAMETTE PLAT 2 " I N N : :▪ .'• GENERAL SIGNAGE NOTES I Od©�© , #© I I - 12 11 10 I ©� 1. TRAFFIC SIGNS SHALL BE PLACED FURNISHED AND ERECTED IN CONFORMANCE WITH THE MUTCD AND THE d d d I { lSIIOREGON SUPPLEMENTS TO THE MUTCD. STREET SIGNS p p p w STANDARD HIGHWAY SIGN AND CITY •forl - T OF TIGARD REQUIREMENTS. J al a, o { 2. MOUNT'NO PARKING' SIGNS ATA 45'ANGLETO THE CURB. m r ......./f • yy SW JAM ES ST- EET 3. STREET SIGNS SHALL BE ATTACHED TO LIGHT POLES a i o el �& Xw xW "' '�;�•y,:r•:"�.v'^.:. ,':. ti�::' ;'i;'+a?w. 'i,Y✓;�y`•:�: k;M' ,�^X�, a d — — — — — _ �- — — _� �a,i-..r�� -at ::(r � �� — — ri- WHEREVER POSSIBLE TO MINIMIZE CONFLICT WITH STREET ? N �I J / —XWMs "�� a "'- +Y"y�r TREES AND DRIVEWAYS. 0 o d .. ct O ill m liii ! m CO c Q G 5 1.-1-1 project c 1 — —erA— Na O K � 0 20 � 131-029 r fF u 1 INCH =4O FEET ENGINEERING d o Sheet co C7.0 COT CASEFILE#SUB2021-00005 0. Q < C, PERMANENT SIGNING LEGEND - � WJ g. / \ I` 12' —1_1. ► I.► it Z I Z a 00 STOP TYPE '13' Tow AWAYzo DEAD END ♦ NO {� o 30'X 30' ZONE ` Him s sI�D�D o =- IL \ / 1 SIDED MT co Y/ 1 - EACH 9-EACH 1 SIDED W • z SIG O SIG 0 1 - EACH SIG © I SIG O 0 I 8 I 1-4- 12• 41 t-s- )2• ,.I I-.— w -1_L 1 .— se —.1 A 44 4 Mg W NO T NO sue ,lames N sr Broadleaf Ter ei PARKIN 1 SIDED PANG 1 SIDED p 2 -EACH . 1 - EACH W 00 m 2 SIDED 2 SIDED ei Z g, ma Pm 1 -EACH 1 -EACH a I SILO 4 1 SILO SIG O SIG O 91 E ** SIGN LENGTH TO BE VERIFIED WHEN SIGNS ARE DESIGNED. CONTRACTOR SHALL NOT -= 0. g a ORDER STREET SIGNS UNTIL PLAT IS RECORDED. I Y M 4._ s , N N 1 Q• �� \ J-- R 0 GENERAL SIGNING NOTES: MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS 1)Contractor shall supply and install all signs, and is responsible for staking sign locations and obtaining Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height utility locates for staked sign locations. Signs shall be located per typical sign location or as shown on plans. Initial Upper Case Lower Case Prefix/Suffix Overhead AN Types Art Speed Limits 24 Inches 12 Indies'' 9 Inches" 6 Inches J 2)A!!signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent Post Mounted Multi-Lane Mom Than 40 MPH 1e Indite 8 inches 6 Inches 4 Inches Signing Legend. - Q LU Post Mounted Muhl-Lane Less Than 40 MPH 12 Inches 8 aches 4.5 Inches 3 Inches I" t. LLI 4)Posts-A minimum of tin x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or Post Mounted 2-Lane Art Speed Limits 12 Inches' 6 n eves 4.5lnches 3Inches Q approved equivalent shall be used. Sign combination and minimum sign mounting height shall determine post _I 'On local Streets With Speed limits of MPH or Less,8•Blank With �1�t 5 length. Sign posts and anchors shall be installed per Typical Sign Installation Detail'. No other type of post 4 Initial upper-case Lave s and 3 Lowercase Carters May Be Used. 0`r• LU shall be used unless prior approval of the county Traffic Engineer is obtained. 'Tor Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes Q Longer Than 12'In Length,8'Initial Upper-Case with 6•Lower-Case Letters May Be Used. 6)Signing material I:I 1)Sbeet Name Signs 2 O T All(is the contractors responsi'b.Wly to verify Me Taal sheet names with the County Survey Office W H A)Minimum retroreflectivity levels shall meet MUTCD table 2A-3 r sue Taylor st 'Zs i at(503)845.8723 before ordering end installing street name signs. VI LU B)Minimum sheeting type shall be ASTM III Prismatic 1 T B)so- H Street for toots shell x designed tathe standard for ma mad approaching the cross street. W 2 z C)Fluorescent yellow-green shall be used for school related signs SW 90 th Ave T r c)use matbladeaknnioumWanks. J Q 0 1 D)Post mounted street name signs shell be two(2)sided,without borders and be instated on top W w I ofpast with special brackets,unless they meet the following conditions• / Q I IT Any sheet name sign48°orgreaterinlengthwl2•c greatermheightwillneedtobe V 0 1 r SW Taylor St e Ir s r ± allowed for target sign sires. Do tbublesided signs with bradtetsae not 1¢ 0 PERMANENT SIGNING LEGEND I Jr T E)Overhead street name signs shall be one(1)sided,without borders and be Installed Oh CC In O Remove Existing Sign(N) Few Sign i 5/18'Gale.Or SW 90 tit Ave T usF)Prefxsshal be used IcraIstreel name sins.ets or equivalent banding type adjustablebrackets. Afumirwm Alloy Washer he&es'all upper wseletters In CC F- r) Remove Existing Sign(N)And(M)Sign Support ��II� 1I I Suffixes:upper and lower case letters u 3/8"x 7/16'&We Rivet I I r T Superscript fornumerical street names:a lowercase letters ON Install New Sign(N) , r sW Taylor St a'1 nr G)AI street name sign text,arluding superscript,shaft be centerjllstirred type C kxnt. m en N ■ f s I a 1 H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: eInstall New Sign(N)On New(M)Sign Support J I - :LT T Ave=Avenue; Lpdoop; Lndane; WpWay 71tle SW 90th Ave rr RSH Remove And Save Existing Sign(N) � T l Typical Street Name $33w .w .w u. Andwr Sleeve h ' •,1 Ceep Sign Insfaaason Foral al til sign Tree--\ 14 0 0 0 cc ® Remove And Save Existing Sign(N)And \ / Anchor 2/.X 2/.'.36'deep Arterial Inte settlers. Remove An Sign Support IQI Typical Sheet Name Sign g y . Sign Post 2'X 2', 72'deep nstaeaeon For 5 m Q, LT!► Remove And Save Existing Sign(N)And r.��/ m 1a7 (M)Sign Support r:91i if >M Major Steel I" Z Z t FxN Maintain And Protect Existing Sign(N)And Support ■O■ ■N■ IACIN r(7P S'�QP/ �_ a a " eti a f n di e 0 Reinstall Existing Sign(N) In J I of s 01 Soon 7ree� e e 3 at ? `n `re' ri II E�° �, tot,' hue C ar d = w• I ® Reinstall Existing Sign(N)On New(M)Sign Support 2"to 4" II 3/8'x 7/18• 1a4 V� roil' CROSS INTERSECTION d m 5 •o `cu p d 0 2 /04 �. Drive Rivet r VA ': Reinstall Existing Sign(N)And(M)Sign Support T ez ri nKQ a ' �411 , rn Install New Sign(N)And Reinstall(M)Sign Support /�`//`8 .e`oee. Poet , N cn Remove Existing Sign(N)And \�j/ A.• j��j� Mohor F. (:. %� QQolii gr Save Existing(M)Sign Support `�� •''I• sign Tree Qh N=Sign Number TYPICAL SIGN INSTALLATION . .:: Ti TEE INTERSECTON 1tQi N M=Material ,► r Materials:S=Perforated Square Breakaway Steel NTS m SP=Signal Pole Stainless Steel Clamp Or ' TYPICAL SIGN LOCATIONS e SL=Stainless Steel Clamp on Street Light put PP NTS sot Z F m a wA a qq''yy-uu`°"` WASHINGTON COUNTY ""'`a"%QQt. WASHINGTON COUNTY g i 1 U i��' DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND ;�" DEPARTMENT OF ND USE & STREET NAME SIGNS ? g 1 - "—•• TRANSPORTATIONSA N o.trpv ENGINEERING SECTION "+Moth ENGINEERING SECTION �` M PLOT STAMP: 07/24/18 11:12A ANIHONYD EFFECTIVE DATE: WASH. CO. # PLOT STAMP: 07 05 17 12:09P KELLYE EFFECTIVE DATE: WASH. CO. # �" 8/01/2018 6510 CAD: 6511.DWG / / 7/01/17 6511 I W a g C CAD: 6510.DIIG a 0) d C C S pia: JAM ESTOWNE VILLAGE N r 131-029 T U ENGINEERING w 'I Malt co COT CASEFILE#SUI32021-00005 C7►1 ra 1 0 <C, I N A/ W Ct STOP SIGN LOCATION li'1■�� 3 (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK t7 D CURB PERMANENT SIGN INSTALLATION) STRIPING . D SEE STD 3"JOINT DRAINAGE SCHEDULE 040 -_ _l O is a AY - DETAIL NO. 146 1 DWV (ABS OR PVC) 7. 11 + PC/PT MATEXICH WIDTH &STING wGRADE 0 Q 5' MM. SEE NOTE 5 ROW 1 _6 Li PIPE W COUPLING 1" BATTER -:_::_:-�� ._'._ SIDEWALK 6, + A nu CC �-- 2% ROAD r 1 6" 1 � =' I ��_ _-�:_ RBSI a 1 R/W LINE -IJO ROAD ,..t iM •.:- :: st F' VARIES SEE NOTE 3 • =N=n=.1IF,1 -A + 11 IC-1I=7 -` 12 3 TpA �f �! 0 I 4 CU DE 1 �� W z �'.• • •• ,' 'ii=u=n.1L.u. a .Ir ' 6 • ' 1/z" - - �� "S J AL - 12% 0 a�• ° . '° ° MAX N/ Oae44/ cP. 51tMIN SIDEWALK m2" OF 3/4"-0" BASEROCK �y • $ 6 \1. + 91 COMPACTED SUBGRADE BASE COURSE • • ' • e e_- DETTRUNCATED�LDOME o / t W M_ SEE W ? 0 24" F1 \ LANDSCAPE ��NOTE 3 LANDSCAPE z SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE `f y ,P0- s, °�, , STRIP SEE NOTE 2 STRIP . Qa \> 0 0 o c �P tiel Q J Oo © © o 4LQ\F EXPANSION I I Q -PLATNR PR e� fi MIN. ROW > OO QO QD ( Zp�-.M PQ�J�� JOINT (TYP) A - a r rF � cc W 6 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. > Oa © Qo c. WIC ¢Z a30' MAX ROAD f --Z% 2. EXPANSION JOINTS: C'"B °i DETAIL SHOWN FOR oaN PC/PT ~k3' 10' MIN �.• st : A. TO BE PROVIDED: REFERENCE ONLY. N 1) AT EACH POINT OF TANGENCY OF THE CURB. SEE ODOT DETAILS. PLAN R/w 1SP�� j r%f 2" OF 3/4"-O" 2) AT EACH COLD JOINT. RAMP TEXTURE PROJECTED TOP 6" OR�� Y, OO, N COMPACTED SUBGRADE BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL PLAN VIEW 3/4" OF CURB 2% MAX ' 4) AT EACH END OF DRIVEWAYS. ✓ f a i ._ J 5 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. I SIDEWALK AWAY FROM CURB NOTE& B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET I _ =r oR�� 'MTH A THICKNESS OF 1L •. _ - = 1=11= 1. CONCRETE SHALL 3 3000 P.S.I. AFTER 28 DAYS. /2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' 6' •. , 'a ' " iTjll_III Wqy� J� 1 .: ! • • °: I I III 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: FLUSH 00o°0000 - iIr a �1 O o 0 0 00 ..n• t •.R. 1. •sYr,ll-' Q A. SPACING TO BE NOT MORE THAN 15 FEET. 29 ,- o o ,oo Ir y' 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT u ,II�I��u* ��a.avA�a: oORo 00I111� B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. • I-1= = +I IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND = F.II�IIP.IIFII u-,_i zj.,. � ► PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT • 11.- 'x`""*va -,,, ..ni •Alm 2" OF AGGREGATE 4. BASE ROCK 2"-O" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO =11. IMF r SPACING NOT TO EXCEED 45 FEET. o o Q9 0 0° • o 0 SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4" P.C. CONCRETE II. II o 0 0 0 oo° 0 0o SECTION A-A (3/4"-0") COMPACTED Q 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, I -11=111= oOoe 00000000000 Ce THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2" 3/4"-0" AGO. BASEROCK Soo oP o o NOTES: A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. VI OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NOTES: SECTION A-A A MINIMUM THICKNESS OF 4 INCHES. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1 2 C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' / " RADIUS ALONG BACK OF CURB. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE I.L SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED EDGED ON 4 SIDES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 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. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0 BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. rr^ w 6. SEE STD DETAIL NO. 146 'mac fP. APPRO.m St AIWROWD r: APPROATD Br CITY OE TIGARD) NO SCALE CITY OE TIGARD NO SCALE CITY DI,TIGARD NO SCALE CM'OE TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OR ION MICHAEL A. STONE, P.E. ORP.GON LORI FAHA, P.E. STANDARD DRIVEWAY ENGINEERING DIVISION �.E„� CONCRETE DWG. NO. • ENGINEERING DIVISION �.OKR� DING. NO. ' ENGINEERING DIVISION �.r„� WHEELCHAIR RAMP DWG. NO. ENGINEERING DIVISION �.aa,� D . NO. I PUBLIC WORKS DEPARTMENT I I PUBLIC WORKS DEPARTENT I e PUBLLC WORKS DEPARTMENT 1 Imo.. PUBLIC WORKS DEPARTMENT UMS S.W.HALL BLVD. SIDEWALK /� mu S.W.HALL BLVD. CURB & GUTTER ^ 1312S S.W.HAIL.BIND. OILS S.W.HAIL.BIND. /w 5 TIGARD.OREGON 4RL JANUARY 2013 1 LO TIGARD,OREGON 9RIJ JANUARY 2013 1 L6 TIGARD.OREGON 9:L JANUARY 2013 STANDARD CORNER 1 28 �� TGARD.OREGON MU JANUARY 2016 W/LANDSCAPE STRIPS 1 41 Wfl Ti� ap VOICE:(SOS)WNm TIGARD VOICE: O)6W.IUI TIGARD VOICE:(SOS)ovarn TIGARD VOICE:OM)69HI91 LLJ FAX:(ROM M4.7297 APPROVAL RATE FAX(SO})(A6T29T APPROVAL RATE FAX(NO)6W7297 APPROVAL RATE PAX:(SOS)6W)39Y APPROVAL.DATE Z As required in I- O Off typical sections WQ N Street Street of construction LLJ EXISTING DRIVEWAY - t- Area 1 plans Q Q O MATCH WIDTH & GRADE I /I 1' T-cut See Ce {a r�� ii Surfacing / �� 1) CC Q 6" A R LINE SEE NOTE 3 I �i-- �P Al TOPSOIL Or aS note Q Lu e i S'j! ,;r�. S;I �eo directed Base Material 1 2 v1 0 12% cc SEE NOTE 4 R 28" O � �,i�ii�ra,ii/� � �. - - 0 QLIJQ 5'tMIN SIDEWALK 20• i l_�t►� 1,11-a � niiir zip iii:410 1��r� _ Yt 60, I _n. •_OVis <7•• O p U t7��SEE - i 0)%ig<1 ��, ( a m -o E o LANDSCAPE NOTE 3 LANDSCAPE 70' tpI O q i O en erg +TY STRIP SEE NOTE 2N1/4 STRIP ��1; • 0 U00 z M-EyN 0 C 0 •_ .ass _��/Fa, Wo v o A --J 70' O X OQ E .' m m m W 30' MAX 43' _ ow 10' MIN 3 MONUMENT CASE & COVER .; s o,_ o, a m �, PLAN .t<. �, CoD � o, a 4 a a oa Ip I aern Q ern Z Z R/W P'i N O a (o 0) I- ), T PROJECTED TOP 8" OR\ ,�t•1 NOuts d o .-cic Q-�U rn , y Z cf°i m 3/4” OF CURB _ MAX PAVEMENT lit ep 3 a, a, • ,a WIDTH PER 1. MONUMENT BOXES TO BE CAST IRON OR 6" Min bedding d d 'o `o d d STREET e QRi STD. PLAN LOADING #1036 OR 1033 SUPPLIED BY: below outside of 6" O 6" C C oc a = D , ALLOY SUITABLE FOR HEAVEN TRAFFIC • �Wqypipe bell 3/4" - 0" MIN MIN � ; 0 0 0 o0a0+', - +,•,.(NI . _ EAST JORDAN IRON WORKS, INC. crushed aggregate ni o o ,o0 o tra3tT..'ys•<+ !1=' SEE NOTE NO. 4 (PART NUMBER 3680) {� i. qIIil i' 13127 STATE AVE ► .tee • & ooP000 :I*i++n Ifl I111_Itllll' MARYSVILLE WA 98271 �fi:� 1 8 N1 ; 1 N 2" OF AGGREGATE (360)651-6144 2' Min Trench \i i\i i i \\ Q SECTION A-A (3/4"-0") COMPACTED �•o SALES REP: (503)367-7925 foundation \ ��\ i\\i\� i Rill T- NOTE: stabilization m 2. ALTERNATIVE TYPES MUST BE APPROVED e if required NOTES: BY THE CITY ENGINEERING DEPARTMENT.O 1 9 z APPROPRIATE SIGNING SHALL BE N 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. DETERMINED BY THE FIRE MARSHALL. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. ��LLL111 0 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: cciU FINISH GRADE. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 1 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 2. JOINTS TO BE TACK AND SANDED. 5 0) a MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. m i r'tP 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. I do Q g clo3 (FOR COMMERCIAL DIRVEWAYS ONLY) Q D APPROSW lotAPPR0IFD ml -APPRO.m ee APPIOATD in, 15 CITY OFTIGARI) NO SCALE CITY OF TIGARD NO SCALE CDT OF TIGARD NO SCALE CITYOI'TIGARO NO SCALE N ORECON LORI FARA, P.E. OREGON MICHAEL A. STONE. P.E. OREGON MICHAEL A. STONE. P.E. OREGON MICHAEL A. STONE, P.E. e illENGINEERING DIVISION COMMERCIAL DWG. NO. TE „c1 TeR cDmLo„ FIRE TRUCK DWG. NO. E GINEBUNGDmL CM DIVISION MONUMENT DWG. NO. PI ENGINEERING DIVISION CM D . No. '5 ' '..PUBLIC WORKS DEPARTMENT an I)46' I PUBLIC WORKSDEPARTMENT Ott�� I TM PUBLIC WORI3 DEPARTMENT I TM PUBLIC WORKS DEPARTMENT' , OK.mR , C �_ LEIS SW.HALL BLVD. U121 S.W.HALL BLVD. /fir 01$SW.1INJ.BLVD. UIISSW.IIAIJ.BIND, TIGARD,OREGON 9)LU FEBRUARY 2016 DRIVEWAY 143 TIGARD,OREGON 9RLl JANUARY 2013 TURNAROUND 165 TIGARD,OREGON 9R2M JANUARY 2013 BOX 170 TIGARD,OREGON 9n21 JANUARY 2013 BACKFILL 1 80 1- TIGARD roLce:(sw>6rr-ml TIGARD vomr.:(ses6w+H1 V VV Tj_____ VOICE:UB1)rtYNm ',T A1tD VOICE,(MO3)6YNrn PraMt a PAX:(SOD 651.7397 APPROVAL RATE FAX:OW){ALT291 APPROVAL RA (RI DATE FAX: D 6WT29, NPM'AL RATE FAX 116WR9(SO ) APPROVAL RATE J�� ,- JAMESTOWNE VILLAGE N O 9 131-029 MN ai ENGINEERING U a) o Sheet 0 C8./� n COT CASEFILE#SUB2021-00005 S 1 I F ROAD Cp1S1"'C"a'T. O 32 OUTSIDE OF WITHIN Z a 16' 16' 8" PAVEMENT PAVEMENT D I 100' 1 (4' MIN.) �R Q V LEGEND MIN. 20' FINISH GRADE 18" CAST IRON 910 V = a TYP. T (VALVE BOX TOP co - are at umM O T 1 5' MIN. Q TRAFFIC SIGN 1°O-` GROUND V 18" CAST IRON 910 BOX �� W • Z O CONSTRUCTION ZONE MIN. " --el 8'- \ 4� \ "X1y 6" - t PROVIDE 24" BY 8 a /// 12" 4" THICK CONCRETE MILLS?' s TRAFFIC CONES OR -rumor»RAA} p / PAD (SEE NOTE 4) _ J' IA-TA I _ / �D APPROPRIATE DELINEATION a SEE POST HAND TAMP BACKFlLL 18 '� O°�° z 100' SUPPORT DETAIL ci DEVICE. 0 AROUND TOP SECTION 6" MIN. 3 MIN. Ma `12" MAX. W • Z c4 1" SCH. 80 STEEL PIPE SHAFT y� FLAGGER 2" SQ. OPER. NUTZ u, OR 1" SOLID STEEL ROD CI- 'IC � cc 100' III MIN. T O MIN. ••■ 6" ASTM 3034 PVC I 1.I.J 1/8" MINIMUM1.1 O 1. MATERIALS: l a a z • 50' MIN. 1/4" MAXIMUM 1. TRAFFIC CONTROL PLANS REQUIRED. 12'• ,• % O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL 6" IMAx. CLEARANCE MIN. • / POST. i OPERATING NUT EXTENSION . ., 1 (SEE DETAIL NO. 505) 2. TRAFFIC SIGNS TO BE 48" X 48" ■ BLACK ON ORANGE. • 1 I 00 z ••� `•-3 i• 2 1/2" X 2 1/2" X 18 12 GA. GALV. PERFORATED ii II ROCK GUARD 1/4" STL. PLATE N • cJ GROUND STEEL STIFFNER POST. I TO BE 5 3/4` DIAMETER \ M 3. NO COLLECTOR STREET LANE OR • MIN. v1 \, O \� W/HOLE IN CENTER TO 4/p 1 LOCAL STREET CLOSURES DURING ■ a 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED ACCOMODATE MOVEMENT O1 (12 FLAGGER / STEEL ANCHOR. OF SHAFT , _ THE FOLLOWING TIME PERIODS: `.:z- i O 100' �' � - 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH : {ii:U 2 1/2"x 2 1/2"x 3/8" LONG TOPSHOR TCOLLAR wELDEO7:00 - 9:00 A.M. MIN. LOCK WASHER, OR 5/16" CORNER BOLT. fr 3:30 - 6:00 P.M. Z O ; � STEEL FLAT BAR J p MCAD = 0 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND ,• \ �� 4. INSTALL IN ACCORDANCE WITH THE LOCK WASHER, 2 BOLTS PER RAIL PER POST. • �(/\ ASTM 3034 PVC PIPE �b� o DEVICES"MANUAL ON FOR STREETS ANDM FFIC HIGHWAYS,OL O 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND • /. \�/\//\� // \\v 3"x 3"x 3/8"x 2" LONG y'1 7 MIN. U.S. DEPT. OF TRANSPORTATION, I WHITE CROSS RAILS. NOTES: \\\/\//\/\\\N\t�\\ STEEL SQUARE TUBE FHUA, 1988 EDITION. O MEAD 0 1) VALVE BOX NOT TO REST �� I Rom W2o-A 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ON OPERATING ASSEMBLY. J I♦I Q 100' O FOR STREETS AND HIGHWAYS AND THE OREGONT 5. ACTUAL SIGN PLACEMENT TO BE 2) OPERATOR EXTENSION I I II ADJUSTED IN FIELD. MA . SUPPLEMENT. REQUIRED WHEN VALVE NUTCe 6. THE CITY RESERVES THE RIGHT TO ADD TO OI N A0"DFJmC MUCTON 0 3F-1 BARRICADES IS DEEPER THAN 3 FEET Q 24" / ` 4 OR MODIFY TRAFFIC CONTROL REQUIREMENTS 6C-8 BARRICADE DESIGN FROM FINISHED GRADE. 6C-9 BARRICADE APPLICATION 3) CENTERmi. AS MAY BE NECESSARY TO EFFECTIVELYAXISOF VALVE NU ON CONTROL TRAFFIC AND TO ENSURE PUBLIC POST SUPPORT DETAIL OPER. NUT. I- SAFETY. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT STATE OF OREGON 4) PROVIDE 24" SQUARE BY 4" THICK 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE IrL STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION CONCRETE PAD AROUND VALVE I 24"-.1 WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM FINISHED GRADE O 7. NO LANE CLOSURES WITHIN 200 FEET OF BOX OUTSIDE OF PAVED AREAS A TRAFFIC SIGNAL WITHOUT PRIOR CITY 4. BARRICADE FOR SIDEWALK IS SIMILAR. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD APPROVAL. w i.9 Cm'()P 77GARD APPROIED AY: APPROVED ff: APrROI{D BY: ARPRO\TD sr:NO SCALE Cm'orTK1RU NO SCALE Clll'OP 71G:\RU NO SCALE Clll'OI'71G:1Rp NO SCALE Q OREGON AGUSTIN P. DUENAS, P.E. OREGON MICHAEL A. STONE, P.E. OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. J CAPITALCONSTRUCTIONAND TYPICAL TRAFFIC DWG. NO. ■ OREGON ENGINEERING STREET DWG. NO. • ENGINEERIN'GDIVISION - TYPICAL GATE DWG. NO. • ENGINEERING DIVISION OPERATING NUT DWG. NO. I 1 _ TRANSPORTATION DIVIEON CITY�� I PURI.IC WORKS ORPARTMP.NP on Dam I PUBLIC ROM DEPARTMENT �' •� I PUBLIC WORPS DEPARTMENT �'DJOeFFIt U125£q.HAIJ.BLVD. UUf£W.HAIL.RLVD. U12S S.W.N•Ul.BLVD.VD. UUS£q'.IINI.BLVD. In TTC,ARD,OREGON921U AUGUST 2009 CONTROL PLAN 1 90 TIGARD.OREGON 97223 JANUARY 2013 BARRICADE 1 92 TIGARD.OREGON 99221 JANUARY 2011 VALVE 503 TIGARD.OREGON 9TL JANUARY 2011 EXTENSION 505 w TIGARD VOICE:(SCO)094171 1 VOICP_:(SRII RPH01 I' VOICE:LIRA RPNAI - VOICE:(S01)RPHIII J FAX(MD 6$49291 APPIIOVAL DATE FAX (SR$)[ALT291 APPROVAL DATE FAX:(503)R14T29T APPROVAL DAZE PAX:003)(44-7297 APPROVAL DATE z 11.4 SIDEWALK ADJACENT TO CURB r 18" CAST IRON 910 BOXES 0 La c.„" 6'-0" L Z 8'-0" PUE I II' IN .■ FINISHED GRADE Q Q O 5'-6" BREAK FLANGE '8'• ClSST 'RON 9)U 1 RD e. 4" MAX. a SIDEWALK • 8' SICc l„_F \ AI_VI- BOX P IL 3' MN. „ 0 MIN _ 6•. MAX. `\ - '�/!!�//////„ •-� i/„ .: .:'A' Ro. _ W 0 " MIN SERVICE N Y DEPTH 12"x20" ROTOCAST METER BOX, \♦ `♦•♦�/♦\�� \!/ •' / /��♦ �i:;• ' : r;si.�:i.,'�i":� :=i;:i:; i:; ;� TYP GATE VALVE HAND AT GHTLUG d 30 SE CE LI E DE '. .._..�..e�." � .._ ......._ 2 tit (SEE DETAIL NO. 503) " ADAPTER COPPER Q w Q ✓✓/' / •..�� _: al" SWEAT TO FIPT La {) W/12"x20" COVER W/5-1/2"x11" : ' - 1 1/2 a" DRAIN RO : ♦\��\�/\� %////////// li 101) CAST IRON INSERT WITH NO .., ♦'\\'�l1 ♦‘♦\ 2" COPPER TUBING P ali A I tisOl_r I"` ! ✓✓✓✓ (TYPICAL) TOUCH READ HOLE IN THE TOP •+,�. OR INSERT. NO HINGED INSERTS a•t 6" DU\ II F 'RON RIPEcc H 'r''410 B . RESTRAIN ALL „0-N IS `N/ S --- \SIDEWALK ADJACENT TO CURB _ \• :-T , ILLD I.OK" OR _OU!" GASK iC j is Ilk,./ en erg m /�' . .� rr- .01111 I �. '♦ I ..� jj 1 ICE��e% d d il - 51-0" 8,-0„ PUE •• 'I�::,.�a� c* ♦ %' ei�� %/./� ,: y\!/ � i% • • � • r hr�.�".,. 2" ELL COPPER a n w ♦\'♦\/\\/\\/ 6" MEGALUG RETAINER ( %4 • ♦• �' \WW.y.ccyO\s\�\�' s,v �• �•.•�r�•R‘�r`�/ SLIP -' 1'-6" I' GLAND (EBAA IRON), �( . vv\• •\v\�\\<OW<W\ \\`A� d:RL ILPIER 6" GATE' VALVE / \ COPPER c c c cc \//\/// /%\/�,.:•/ N N N M. 2" ADAPTER BLOCKFt.G. x ?n.J. / TYPICAL: SWEAT TO MIPT 5 _ - nt.,:. :< 5" I C. ICE w c� CONCRETE PIER BLOCK •••••••• C CO o cn z MECHANICAL FIELD RESTRAINT 2123 SIDEWALK WITH PLANTER ow_ o Zi REQUIRED 2" TAPPED Q Q3 30" MIN SERVICE LINE DEPTH I 12"x20" ROTOCAST METER BOX, D z W/12"x20" COVER W/5-1/2"x11" STRIP AT CURB O N�J ma MON JOINT PLUG OR T ^ Z Z v CAST IRON INSERT WITH NO 3 ¢ NO1E. M.J. CAP WITH MEGALUG >• 11 Sh;f vrn_K z o w 0 o RETAINER GLAND o e TOUCH READ HOLE IN THE TOP51...) w THREADED BRASS PIPING r 3 A11N dHf A{t 'F LAfVGt' 5 m COz MAY BE USED IN PLACE OF d O a U, u OR INSERT. NO HINGED INSERTS 1 e e 3ti s s� r ' 6" MAX -1 ITC O 0 EC w COPPER TUBING Bo 3 d d = w• ��♦!/�< _- Q Z PERMANENT ' - e SIDEWALK WITH PLANTER STRIP AT CURB RRSI//LL��' Nie./SL . 0 a W o 0 cc d = > -< LLI l lia�i:!teets■' MIA =•.• CC L' STREET PLUG OR N 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" m� [EDGE OF PAVEMENT 0) NOTES: CUSTOMER SIDE MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: o PHASE BREAK 1. SURVEYOR TO INSTALL TEMPORARY HUB A. OIL RESERVOIR -J . } �i m m MJ GATE VALVE I (f� p AND GUARD STAKE AT LOT LINE FOR B. BRONZE ACTUATION NUT 1vL� gW evr co " AND VALVE BOX a METER INSTALLATION. I /%/„=_;". 4 C. BRONZE SEAT RING -1 w o COMPLETE 1'-0" N 2. BOXES SET IN CONCRETE SHALL BE g_10' - D. WEATHER SHIELD CAP o w NEXT SIZE LARGER. �r SEE PLUMBING CODE a o w o REQUIRED , (}, �C �\I .1.. FOR DEPTH OF . Cc,� . � . �. .. .�. •. ..,�.\��.�. }sp �� E. SAFETY SLEEVE COUPLING z - o A�� o 3. CENTER OF METER BOX TO BE OFFSET �,� F. THREADED NOZZLES WITH "0" RINGS _1 - - a _�1 r 1' FROM PROPERTY LINE. I I I' COVER vl- •_• I tar-pm G. NATIONAL STANDARD THREADS ¢ z 0 Z vi 1-1�' EA 4. BANKED METERS WITH SHARED SERVICE ••-•=•• "<:J'"-•='•::•' •_• 2. SAFETY CHAINS TO BE REMOVED. w w z v i v- v�i 4' ' -P v v . v I LINE TRENCH SHALL HAVE 18" MINIMUM •L• •• 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 1 DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN BY DISTRICT FIRE MARSHALL. NC' ¢ p UNDISTURBED EARTH 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. Lo o z SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE le 0 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. <C z oa MECHANICAL FIELD m ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" 624258N (THIS IS 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. "HI o0 _1 RESTRAINT REQUIRED J go COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALLARE BANKED IN SIDEWALK AREA THEN 7. VALVE BOX TO BE 1N ACCORDANCE MATH STANDARD DRAWING N0. 503 OR AS APPROVED �■ z,_,,, ? ti 0) VALVE NO LEAD ANGLE STOP) BY ENGINEER. a DISTANCE BETWEEN ANGLE STOPS WILL Ili m o BE 24". OR EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. (Li r zo 0 BE DETERMIN r r 5 i ci 1" TYPE "K" SOFT COPPER TUBING 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) IN THE FIELD w - SEAMLESS ON THE 4 1/2" PORT. TEMPORARY CO G li Q Aq•O,m•5. (try UI 'Il[:aRU NPRDStn NO SCALE I-IT'1"ol`TAG:\RD IPPRORD NO SCALE CAT'OF II(::\RD APPRD•hD NO SCALE t Pn'(IF rIG,\Rp NO SCALE C,RLGON LORI FAHA. P.E. 01 uxrxa(� LARI PAMA, P.E. r uxrsalN THEODORE S. KYLE. P.E. OxcroN THEODORE S. KYLE, P.E. ■ [ • ENGINEERING DIVISION FIRE HYDRANT • VERTICAL BEND Owc. No. • E.VGINF]iR3NG DIVIMDN 2 STANDARD DNB. NO. tltt a90m1 DMB. N0. ENGINEERING DIVISION ILNGINRIIRINGDHOSION DWG. NO. PUBLICWORxS DEPARTMENT OTT Dec OTT DONOR m al1'aRRFF/l M I PUBLIC WORTS DEPARTMENT I PUBLIC S{•ORCA DEPARIBIEN'1' [ i ■ PUBLIC WORKS DEPARTMENT 1 WATER SERVICE UVJ SW.INLLBLVD. ,I 131255.W.HNJ.BLVD. 13125 SAP NA J.BIRD. W - I112S1.R'.NAIJ.RI.VO. TIWRD,ORLGON911$J AUGUST 2015 ASSEfLIBLY 54,2 T,GARD.HALLBL„. JANDARr 20„ RESTRAINT 563 TIGARO.OREGON9�=1 JANUARY 20„ BLOWOFF 570 m 'I IGARD,OREGON 9TIT MARCH 2017 520 VOICE'.DN)094171 6. 0) ' " VOICE:(MO)R19.11T1 FAX(503)414.72M APPROVAL MIE '��=D FAX:(:ISOI)R19aAI '.• \'OICI::ISR1)R9NO1 R'SY ,- PAX:/.NU15.4.]N'1 APPROVAL DATE - PAC(R11)(.9('T291 AMOY&DATE PAX:(501)M4-7297 PARROPK DATE JAMESTOWNE VILLAGE CO\I O No, r 131-029 TM DI ENGINEERING U a1 ° I Ilaet 03 COT CASEFILE#SUB2021-00005 C8.1 F O i. 1.9 Z • Za 0 �, a 0 i a 2 ., o = I W z o CONSTRUCT 6"THICK, FLAT CONCRETE 0 1 g a SPLASH PAD OVER 4"BASE COURSE "I 91 8"HIGH CONCRETE CURB a N :: i alQ qg 0.5'(�P.) — 6"HIGH CONCRETE CURB Z J a PIPE OUTFACE Q MI Ia4a -� TOP WIDTH OF WATER QUALITY BASE OF J WATER IN SWALE SCALE Y// WATER - QUALITY N I SWALE I S, 4, r, Y• is 0 N RIP RAP SLOPE II 4. O� iS PROTECTION I- 6.0' a C.� OR CONCRETE HEADWALL _ (Y 8 AT END OF PIPE. g"HIGH CONCRETE CURB l� re 0 CZ Q w I U. 0 LU nip I a 1icsse>D WATER QUALITY SWALE SCALE: NONE 620 J w STILLING BASIN DATE: JUL 2021 — z W H 0 N in 0 a O Q a cC W p wO 2 Q w cc Q ~ > tD m of (T1 I N U N 1 '•1 '•I ti aI aI aI N al COW 0 0 0 OC m g al a_ a_ T T M z z 'la C li al g SI y u z cf°i m e e 3 w w �I MO 3 aU a1 =71 di 'S •o .o • ., 2 a s cc c a` t >03 et, a N M 0) t 8N i I ; I (NIN Rill O re o 11 :1 ui 0 4= 'a 1 9i o HLE cci aI 5 (NI CO ZZZ O r � i Q 0) ag Q ° I C EY pram ✓ JAMESTOWNE VILLAGE N O 9 131-029 TYPe Ul ENGINEERING .5 a) o Sheet .2 'U C8 COT CASEFILE#SUB2021-00005 , roll rIL W n pj Z •, aa Z 0 � STANDARD MANHOLE FRAME _ Li ENCAPSULATED WATERTIGHT SEAL SANDEE COVER (TYPICAL) ~ p LOCATE FRAME AND COVER ` 'WIN. BETWEEN MANHOLE STEPS SEE RUBBER GASKET USING NON-SHRINKING 'p A�.g J SEE STD CRANING 110, 120, 130. N O OVER LEDGE a< AT LEAST $11.111. �ppKpUT STD DRAWNG NO. 100 NI GROUT. MI •� 58' CIA. "I 12" IN WIDTH /� / - 3_ 10 /1�1 ./L� Z ze-r.« J♦� {i 7� R i 1Vli' }��Cl2�\ aS�'_�A FELD. I'/iT SLOPE o e' • MAX. WIJJ ci P� 5" MINIMUMli TYP 25'� AX . O Nr-e) LD. SANDED BELL WATERTIGHT SEAL -tea _ ...) ---- w PITTING USING NON-SHRINKING CONSTRUCT CHANNEL $� ! 1Fi a -5' MINIMIM g GROUT. Z MAXIMUM 27' FROM TOP QU FlRST 1p STNOARD FRAME AND COVER OR m ND NIN 12' SHELF IN _ , a STEP TO TOP OF CASTING WATLRTIT FRAME ND COVER.SEE u� PIPE CONSTRUCT CONSTRUCT OIANNEL AND ~- WATERTIGHT SEAL 48" MINIMUM R a STD. DRAWING NO. 110, 120, OR IS:: 12" MINIMUM SHELF IN FELD C'$PItalli "° USNC NON-SHRINKING SET FRAME IN NON-SHRINK GROUT O.I,P • 1; , 6"MI" PVC SANDED BELL I `r _ SEE DRAWING pap. - -GROUT ' a.rrr �r NOTES: -1 1 i.�;:{...r r r r r r r.r r r J r r r:rs::6i :Gla_ i;i:i:r:!:i;i;i;i;'i i i i i i i i iyiyiyi:�:�:�si:�:i; SMOOTH FINAL CHANNEL TO • j rrrri;rirrrrri:r rrrrrrr:rrrrri;: 3/4 VERTICAL HEIGHT OF PIPE. • 6 . ' 7. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM r r::r r r r r r r:r r r r:.:r r r r/i d • i • i0 TXE REQUIREMENTS OF ASTM C-478. GRADE RIN/S (2"A",QR 6") SMOOTH FlNISH CHNNEL = 'd--c MAXIMUM 12' SET IN : 2. SEE STD DRAWING 020 FOR POURED IN PLACE NON-SHRINK GROUT 12" MINIMUM OF 3/4"-C, r TO 3/4 VERTICAL HEIGHT �, • CONCRETE MANHOLE BASE. COMPACTED BASE MATERIAL • 1 OF PIPE PIPE • N r •�... tt •.3t. t .t.i..'. �•n �..% 4/ M 3. ALL JOINTS ND RUBBER GASKETS SHALL CONFORM STANDARD ECCENTRIC: -r f LD. TO THE REQUIREMENTS OF ASTM C-443. 36' CONE MANttOLE STEPS SEE • N STD DRAWING NO. 100 K INTERNAL ' k Y - • �jj N TERNAL 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO 1/J IC. A1.M.: Mi --: - \O\ y , _ MANHOLE SHALL BE WATERTIGHT. T --.1,- --v'-- STPINLESS 10 3/4 VERTICAL HEIQI" 12" MINIMUM OF • -- ��+++»> CJ _ POURED STEEL BAND OF PIPE 3/a'-0' COMPACTED 1. �.4. _ ( 8 5. PIPE CONNECTIONS Of 24" OR GREATER SHALL Z '% c \' REQUIRE A MANHOLE AND CHANNEL DETAIL. 48 MINIMUN _ --- / BASE ROCK 6" MIN 0 48' MINIMUM .' R' MINIMUM OF 3 4`-0' . - .: •- IN PLACE COMPACTED BASE ROCK 1 ��6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES N INTERCEPT r'r:rr'!-pr-rr'!'r'!rr-r'!'r'!r'r' SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL o •-• • • • • .:.. • ' ' • •-• • ' • • ?I; 1 DETAIL Z MANHOLE SECTION PIPEIIII � � • D (VARIABLE HEIGHT) T-T•- V �•, Q 7. PROVIDE A MINIMUMLLEM OF 8' OF INTACT BREAKOUTS = FLAT TOP MANHOLE WALL BE fW£EN PIPEOFTilE AS __ 0 J� -�• ,^-5" MINIIAUM / WATERTIGHT SEAL MEASURED ON THE INSIDE FACE OF THE MANHOLE. D PIPE Jf USING NON-SHRINKING w f� GROUT. 8. BREAKOUT OF WALL FCC PIPE SHALL BE 2' MINIMUM m 1.0. 6' MINIMUM AND FLEXIBLE AND 4" MAXIMUM CLEAR OF PIPE WALL -5" MINIMUM 24' MAXIMUM OVERLAP CONNECTOR 9. THIS OETML UMITED TO MAXIMUM INTERIOR DROP OF - •• ' . W... _, 12' FOR SANITARY CONNECTION AND 48" FOR STORM MANHOLE STEPS SEE 12" MINIMUM OF 3/4"-0' ;;/ �: •�:: "J CONSTRUCT CHANNEL AND CONNECTION. STD DRAYANG NO. 100 COMPACTED BASE MATERIAL T A • "• • 12' MINIMUM SHELF IN FELD PIPE 11111111111111 CONSTRUCT r. !MIA4O Tj KOR-N-SEAL BOOT NOTES: 10. WATCOVER SHALL AE ER PROOF MANHOLE FRAME AND CHANNEL AND MIN :r..; rr COVER SHALL BE USED IN ALL EASEMENT AND OFF 12' SHELF IN FIELD ...- STREET AREAS. SEE STD DRAWING 13p, •-. F !!l !A T• : SMOOTH FINAL CHANNEL TO 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO ME REQUIREMENTS OF ASM C-433. --. PIPE ;...;.r,..:.._;: :r-,-r-.....,..r:::ar_.:.:.:.:.: 3/4 VERTICAL HEIGHT OF PIPE GASKETS 111 'r' - AFTER VACUUM TESTING L.)OTFG ler2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 ND Icc ' ' Alm.. 1. ALL PRE-CAST MANHOLE SECTIONS SHALL APPLICABLE PROVISIONS OF STANDARD HNROLE, SEE STD ORAIWND NO. 010. CONFORM TO THE REOUIREIAENTS OF ASTM 3- STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48" FROM FINISHED GRADE TO I.E C-478 AND APPLICABLE PROVISIONS OF OUT, Lx an NOTES: STANDARD DRAWING NO. 010. rainsmamminial 1-ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 2. ALTERNATE METHODS TO BE APPROVED BY 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. WATERTIGHT SEAL. SEE NOTE 4 SMOOTH F11415 DASTM C-478 AND RAWING NO. 010. APPLICABLE PROVISIONS OF STANDARD MANHOLE, CITY/DISTRICT. RIBBED PIPE WITH GASKETS r:.-. _i • .i � .• CHANNEL TO 3. BOOTS TO BE SIZED PER MANUFACTURER'S 5. ALL MANHOLE FLAT TOPS SHALL CONFORM 10 ASTM C-478 MD ARE DESIGNED 70 MEET r rr:n:r r•e r:r{r•••rrr•;r.�".:;'r 3/4 VERTICAL 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH RECOMMENDATIONS/SPECIFICATIONS. H-20 TRAFFIC LOADING. tin W 12' MINIMUM CF 3/4"-0" COMPACTED r r r•:r r r r r r ra:r••r r r rsr:•r r r{r:.. HEIGHT OF BASE AINERIAL / :r:i:r - :ni j I/v - 'f;:/l;l.r ti - PIPE OF 3000 PSI AND A SLUMP OF 2' TO 4'. W a PRE- CAST/POURED IN PLACE MANHOLE CONNECTIONS (1)STANDARD MANHOLE MANHOLE BASE CleanWater�"Services CleanWater Services FLAT TOP MANHOLE CleanWaber�``Services J > LL CleanWaber Service$ RAWING NO. 030 REVISED 10-31-19 REVISED 10-31-19 DRAWING NO. 010 REV SE0 t0-3 -19 DRAWING NO. 020 REVISED 10-31 " DRAWING NO. OSO z W H VI O © W LLJ I- 2 z 2 MANHOLE ACCESS Q a POINTS REQUIRED I. LL1 tr y, a cc I = =Irk, W is Z 2 a O _ _ = 1" FLAT FACE LETTERING Q /) d PRE CAST 31" CONICAL (RECESSED FLUSH) CC In m HOLES (2) SANITARY 1-1 4' COVER ONLY - \114/ ` �r .II 1-1fir � 4' Q L'�9rwAg STRUCTURES SHAH BE TRAPS SQU CATCH WTI-SIPHON VENT PLAN (/I () CC H BASINS AND WATER QUALITY J.I� gib 4.. t.i. A ••�. ,� 1.11N. 3o TO MAX. 22 t 1•, /.'i • Q (11/2" PICKHOLE •• r"♦..♦" �4 tlk MNUFAC)URED BY: ) „' "' BEST mANAD. ARCH R Ft0 PRODUCTS, INC.PLASTIC: 1 1 2' PICiKHOIE O O 1 Illit° [ 53 M7. OCHER R0."_---_-"----.-----._ I O ® ® EWE. CT 06371 WATERTIGHT SEAL - - MATERIALS: I..� 4#44 SEE WATERTIGHT SEAL PIPE TYPE. it as 10-3/4' MUST CONFORM WITH ASTM ,. •,, �``_ ,.• '; (680) 434-0277, (860) 434-5795 ° A A FAX TOLL FREE: (800) 504-8008, 7585 t2' .- C-478. STEEL REINFORCING t �,.'�'4' 'NH 3 �'�`�� (€B I E: WWW F I PER PEN, 5� 2 m m LLLiE r WEB SITE: WWW.BMPINC.CpA AND CONNECTIONIwo N N N BAR MINIMUM 1/2" GRADE 60. ,♦ , / ., P INLET OUTLET MEETING REQUIREMENTS OF 40 S.A.�T� ��P�"�t',�/ ® pir OR E PRE-APPROVED P;)R,t°6o� EQUAL APPROVED 0 0 0 cc ASTM A-615 ENCAPSULATED N q N 4�AS.,1 16 3 4" ® ® FLOWIn J ,yam x FLOW � m WITH INJECTION MOLDED S TO S ) / HOLES AS SHOWN vv Q Q COPOLYMER POLYPROPYLENE COVER TOP t• g eh COPOLYMER POLYPROPYLENE PLASTICnWITH SERRATED SURFACES. o s COVER TOP COVER BACK NLET INVERT ELEVATON �0 18 24 Z Z24-3/4' w wMIN 0.20 FT ABOVE d1/2' GRADE 80 REINfORCENENT h OUTLET INVERT ELEVATION 13 >. 13 2 m aeu d CIL & FLOATABLE �, ,� 3 •N N ;� t•. gI DEBRIS ON 7, m • 2 C SURFACE CANNOT d N O` O N M m Q EXIT PIPE 60' NIN/84' MAX SUMP C 0 D: O. I > ..4 36' MIN d NOTES: 27' M i °�10 < ,�/ 0 60" MAX , •+ 5-3/4" 1. ALL STEPS SHALL CONFORM TO rl 25" l 1 N a MANHOLE STEP)t THE REQUIREMENTS OF ASTM - 24 3/4' DL& r • C-478. % 4 SEE DETAIL 100 (Si c•) •• ,•-•• 2. MANHOLE STEPS MUST BE + A. �, 7' 1/4' 7/8' L.,� TIGHT AND FIRMLY EMBEDDED. -. .d liPp • 1vES o • • 111111111111�1 - " "'I //�� , NOTES.: i PA 0 ��EISECTIONS SHALL CONFORM TO Z q' 4 •1 ' ' 3. ALL STEPS WITHIN A MANHOLE 3' 3' ��j`�%�X T. ASTM Mµ4o7L8E AND APPLICABLE PROVISIONS OF TIE ro MANHOLE DRAWNG CD , : -' SHALL BE OF THE SAME NO. 010. 1- :i . •. DESIGN, TYPE, AND SIZE. - ' c 12' (MIXING OF UNMATCHED STEPS I 3" 2 7/8" - 6� SQ. 2.INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. FFlyf 'CI •°�• IS NOT PERMITTED). III 2a-t/2' "-11 3.PROVIDE SPECIAL DETAIL FOR SNOUT. EXCEEDING 18" DIA, W Z'• 31" SUMP VOLUME AVAILABLE PER DEPTH OF m N ' 1 4. STEPS ADJUSTED OR ADDED `� 7 1/2" so. 4.THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY TI4E SUMP -p �4.'�1�11111111,�� SHALL BE EPDXIED IN HOLES OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM o - SECTION VIEW 60" M.H. 58.9 CF 98.1 CF III le THAT ARE FREE OF MOISTURE - 22 1/2" DIA. 5.ANCHORING HARDWARE FOR THE HOOD SHALL DE EMBEOOED INTO 72" M.M.- B4.8 CF 141.3 CF AND DEBRIS. (EPDXY TO MEET CONCRETE: ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.- 115.4 CF 192.4 CF �I ASTM C881), NOTES SECTION VIEW 6.THE SURFACE OF THE STRUCTURE YMERE THE HOOD IS MOUNTED SHALL PROVIDE ENTSSPECIALC DETAIL FOR VOLUME //�� 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL ZZZ N REQUIREMENTS EXCEEDING 192.4 CF p 2. STANDARD TYPE FOR USE TRAFFICAYAREAS OF COLLECTOR AND ARTERIAL STREETS. CO P r 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 7.INSTALL PER MANUFACTURER'S INSTRUCTIONS. CO 3-3/8" FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. SUMP VOLUME REQUIREMENTS Cl)SAFETY STEP 5. 1 1/2" PICKHOLE IN UD FOR LIFTING HOOK. 8.ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ME 20 Cf/1.0 CFS OF INFLOW VJ c SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 a MINIMUM REQUIRED Q Q O SUBURBAN AND STANDARD WATER QUALITY I MANHOLE STEP MANHOLE FRAME AND COVER STORM WATER MANHOLE LID '' w CleanWate; Services CleanWater Services CleanWater Services MANHOLE (SNOUT) A CleanWater Services prom 1- DRAWING NO. 100 REVISED 10-31-19 DRAWING NO. 110 SANITARY REVISED 10-31-19 DRAWING NO. 120 REVISED 10-31-19 DRAWING NO. 250 REVISED 10-31-19 JAMESTOWNE VILLAGE CID CV xa o r 131-029 al U ENGINEERING a1 1 Sheet co COT CASEFILE#SUB2021-00005 C8.3 Ea 1 a rLN W aj _. 6c, -I� 3 J= � Z � Zao CONFIGURATION DETAIL INSTALLATION DETAIL NOTES: MANHOLE UD FACE OF CURB (--►B �R 0 1. BAFFLE WALL SHALL HAVE I BAR Al Ty SPACING EACH WAY. AS APPROVED1/4" PER FT. I V Q W/ 6:1 BATTER DETAIL A 2. PRECAST BLARE SIN L BE KE W MU GROUTED IN PLACE.JOINT BETWEEN CONCRETE BARE NO MANHOLE ATYP SORE x a. WALL SHALL BE WATERNGHT. gc ( ) - • - i; 'Y REEL Q 1' PVC ANTI-SIPHON 3 UPPER FLOW ORIFICE SHALL BE ALUMINUM.ALwMIZED STEEL OR TREATMENT I GALVANIZED STEEL- SEE NOTE 4 1 .•' • O 4. FRAME HUD LADXR OR STEPS ARE TO B OFFSET SO THAT SCAR GATE IS MAKE MIA THE TOP, OJIE-DOWN II-.-B• GUTTER PAN (12" W10TH TW) I- +J `- PIPE ADAPTER SPACE IS CLEAR OF RGER AND GATE: FRAME IS CLEM CF CURB. bl ` ' SEE NOTE 4 �' A 4 1 _ •' A n in g - O3 RESTRICIOR PLATE SWINHA ORFKE AS SPECIFIED N THE CONTRACT. OPENING IS TO BE WT ROUND AND SMOOTH. • ,T - --- III • •JORI ANCHORNEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORRICE RATE AND CONOIETE BAFFLE TO PROMDE A PTV{• ro HOLE SHIELD STAINLESS BOLT xATERnWr gAE 1 FACE OF CURB ialREMOVABLE G. SHEAR GATE SHALL BE MADE Cc AWNNUN ALLOY IN ACCORDANCE Win ASTM B 2GM AM ASM B 2)>, W 3' WEEP HOLE LOCATED O r 60' A---1 D• WATERTIGHT E) ANSION CONE ). DESIGNATOR Z952A OR CAST IRON IN ACCORDANCE WITH ASTM A 44 CLASS 008. LFT HANDLE NAY BE SOW 29' BACK OF CURB AT BASE OF SLAB-GRADE MAX �� !: ROO OR HOLLOW RISING WTH WJUSIWLL HOG(AS REQUIRED.NEOPRENE RUBBER GASKET REDJIREO DENTIN 24• �L//L1 ACCESS PORT (NARROW END OUT) MgR MOULTING FLANGE WO GATE fY.NIGE MATING 9JNFACfS OF UD AND BODY SHALL 8E MACHINED T'OR AGGREGATE (TIN) \jt10' OPENING PROPER AT.FLANGE MWNNNO BOLTS SHALL BE 3/8' X 16% 3'LG SS RETREADS. PIAN ®��'�� __� -. •��.. A ^ IL M B SHEAR GATE MANGEY OPENING BOLL BE SHALL BC /6' BY OPTED TINGE MO.EMESI,STEP TAB ®�"-"' II I II1 a N f� as wuE oMCR o.vlsE .' . . • �' a0 DETAIL B s. ALTERNATE %CAR CATES OESIM9 ARE ACCEPTABLE.IF MATERIM EPECIFICATIOIS ARE MEr ANO FLANOE SIP i',••',•'•_.',•:•.W',.W_ - W M BQT PATTERN MATCHES. FACE OV' a WATERTIOIT SEAL SUMP To.• INC.. 0• MANHOLE FLAT TOPS SHALL CONFORM TO AS1M C-478 AND ARE DESIGNED TO MEET x-20 TRAFFIC ••� _ • SEE DRAMINC 0}DILI I'• 1" .•:I I: FOAM CASKET W TITER G . ii SEE STANDARD • ... W • d M PSA BACKING/ ADJUSTABLE LOCK NOOK WITH (TRIM TO LENGTH) ORIFICE 'A' LOCK SOTEW OR APPROVED MM... . DRAWING 320 FOR PLAN VIEW Z r DIN. HOLE FOR 1 2' PRE MOIDW FRAME AND GRATE II I Z g (SEE !ABLE) �� 1 �•►-36' -- 42' -�-36' -� / 4-- 36"--al J�� d MOUNTING , STAINLESS STEEL ZO^II:`� A E FILLER T EXPANSION BOLTS LIFT HAIct /�\ ILL FLANGE 18"%1 B'X 1/•• IF EMBEDMENT ATTACHMENT _• l-J SECTION A- /1 B mu t ROD CR TUBING a�J. `� PLAN VIEW !1 !1 J a MOUNTING FLANGE OUTLET PIPE STEEL FRONT 90E MAMMON OPENING 0. I^iI (HIDDEN) UFT HMCLE DETAIL OF GATE OETNL w�I I 1 I FRONT VIEW SIDE VIEW , Millw g� $HF AR GATE • .4.1111.WW r Tyr. MANUFACTURED BY KFNNFDY VALVE OR FOUNT PROJECTED • , -6" MIN. TO 10" MAC • •• SNOUT OIL-WATER-DEBRIS SEPARATOR RFSTRICTOR PI ATF ORIFICE RESTRCTOR PLATE BOTTOM-FACEFGUTTER GUTTER UNE FORIN POURED t - NCHOR W/ ORFICE WITH ORIFICE OF OUTTER DEPRESSION PLACE • DEPRESSNIN 4' MIN. CURB INLET OPENING y.L f 5' WITH -� • ' jr • N BOLT teeIABOR NOTE' 6 k C(WWEx SEE STD DWG 120 REINFORCEMENT NOTES: SPEOFlEO) FOR MANHOLE FRAME TOP-FACE OF CURB 4•, ' ,. (SEE DETAIL A) t 1 2' FOR PRECAST e0• Y PORTION HOW WO. (SEE TABLE AND MANHOLE RING 12' MAX) C COVER •/ - - 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER OUAUTY STRUCTURES THAT Gomm FLANGE Germ) ( ) _ BOTTOM FACE OF CURB •' '' .!• ,. NA)DMUM ♦ �/� P•3 SHALL BE AS MANUFACTURED 8Y BEST MANAGEMENT PRODUCTS, INC. OR TS MIN 2" BELOW THE 1 e' !�� - Y, d PRE-APPROVED EQUAL WATERTIGHT GRIME B NVERT. CRIME C �FI-r OAfRROW SEE SNOUT l��1�-- 7�I • .. • _ • S tit . �' N SEAL SEE �� EL.v4naN DRAWNG/zbo �•aPoe�., ��i�u� ,c•,eF--. (F r- 2 ALL HOODS SHALL BE CONSTRUCTED OF A CUSS REINFORCED RESIN DRAWING 030 ! ONE SHOUT MAY BE ,� - 18" ELT,\ y COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" WED raR Dam PROJECTED CUTTER UNE ,. • 4. �i A� ORIFICE C AND B. CanCE g 3" WEEP HOLE LII MTIROUT DEPRESSION 76 • MA% ILA4IINAIE THICKNESS 18' `� �. %� LOCATED ,.�� .' (� f...: IT MAY BC NECESSARY n AT BASE dF .4• I •� m Vg TWD SHOJIS �✓ 4 • •• • II 3. ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10', WATERTIGHT ACCESS i ON CFigT ORPKES To �•. �R SUB-GRADE • .,, . I " •. PORT, A MOUNTING FLANGE. AND AN ANTI-SIPHON VENT AS DRAWN. (SEE MEET PLAN ElEv4nCN. _ ��' AGGREGATE ` \ •• : • •,. • CONFIGURATION DETAIL) �� WANTaOLE (Ti?) ��,. r: • GASKET AFRA STEP. ••4 • 4. THE SIZE AND POSITION CF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED �FlCE G �•� onT TEiID ��I�\ a 1B ? � � '� D SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD SNOUT DFTAII f SUMP 1 mince B �q I :/ ••�. • BAFFLE WALL ' \��'•-.i4 • •,• '• • } AND STRUCTURE • Qi B' �;� 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE Cr 18' (SEE DETAIL B) • �•• C SHEAR GATE /�.: (SEE S10 30• � .• + "• �• �� FROM I.E. OUT. SEE DETAIL �/ DWG 100) �j �FV/ • .. • • A FLOW CONTROL STRUCTURE e • a,� \ •'I .t 4` A' •:.[ :. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND TABLE AR 30" 1 1/2"- 36. A MAXIMUM OF 24' ACCORDING TO STRUCTURE CONFIGURATION. '• /-'^' rf GATE re Diameter Of Manhole (In,) 60' MINI fi0" V/j + UFT HANDLE �28' m• 1�-27" 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE F.L (In) 4$-Ofi • eKF¢ � "* FRONT VIEW I 1/2 GUTTER FINISHED SMOOTH AND FREE OF LOOSE MATERIAL BEST MANAGEMENT PRODUCTS, INC. F.L. OIL) 79fi WALL UNE SECTION A-A 53 MT. ARCHER RD. ••� (it \� SECTION B-B B. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH LYME. CT 06371 Outlet Pipe Diameter (In.) 12" PERSPECTIVE VIEW SHOWING NOTES: STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET. TOLL FREE: (Boo) 504-8008 (888) 354-7585 Number Of Orifice 2 "<. + 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE NEB SITE: WNWBNPINC.CON Orifice A Elevation 245.96 \ •STRUCTURE'S WALL. (NOT WITHIN GROUT) WHEN ORDERING, SPECIFY IF THE STRUCTURE Diameter Of Orifice A (In.) O.fi3" •! RESTRICTOR PLATE �� NOTES• DEPRESSED GUTTER AT CURS INLET I. INST PRECAST SECTIONS ALL STRUCTURE ON N„N. OF 8' OF 3T4'-0•aCOUACTE BASE MATERIAL.IN WHICH THE HOOD WILL BE ATTACHED IS ORPICf A / 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLAT OR ROUND. Orifice B Devotion �y R _ P.. (SEE TABLE AND a�= 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 3.PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED SUPPLIED INSTALLATION KIT. Diameter Of Orifice B (In.) DETAIL) AND A SLUMP OF 2" TO 4". WIRE MEETING ASTM A497. KIT SHALL INCLUDE: l.RR" 4.ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. ANC, A SLUMP OFF A. INSTALLATION INSTRUCTIONS Orifice C Devotion • 2.INSTALL STRUCTURE ON MINIMUM OF 8' OF 3/4--0" COMPACTED BASE MATERIAL 2" TO C. 8. PVC AND-SIPHON VENT PIPE AND ADAPTER 4 3.NON-SUMP INLET CATCH BASINS SHALL 8E CHANNELED (E.G. FLOW THROUGH as). 5.AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SPURRED ANO SHALL BE PROPERLY C. OIL-RESISTANT CRUSHED CELL FOAM CASKET WITH PSA BACKING Diameter Of Orifice C (!n) •• DID-See Tome 4.WALL THICKNESS SHALL BE 6' MIN. TO 10" MAX. FOR POURED IN PLACE STRUCTURES. CHANNEUZED. D. 3/8' STAINLESS STEEL BOLTS Overflow Elevation 255.01 5.PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY, REINFORCEMENT FOR PRECAST CATCH BASIN 6.PRECAST STRUCTURES CONFORMING TO 000T TYPE CG-2 CATCH BASIN INLETS ARE AN E. ANCHOR SHIELDS Rim Devotion 2i7fifi ISOMETRIC CUTAWAY SHALL BE REBAR MEETING ASTM A-615. GRADE 60 OR WELDED WIRE MEETING ASTM A-497. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS ANO DIMENSIONS SHALL MEET CIS STANDARDS NTS AS SHOWN ON DRAWING 320). In L'"I WATER QUALITY INLET CATCH BASIN (CG- 30) � W -J MANHOLE (SNOUT) B CleanWater Services FLOW CONTROL STRUCTURE I CleanWater Services AREA DRAIN V 5 DRAWNG NO. 260 REVSED 10-31-'9 DETAIL CleanWater SerV1cPS DRAWING NO. 330 REVISED 10-31-79 TYPE II CleanWater Services z DRAWING NO. 270 REVISED 10-31-19 DRAWNG NO. 380 REVISED 10-31-19 cg W H I- © W LU B C 26 3/4• G z PROPERTY 1. ALL STORM AND SANITARY SERVICE "B" 1 PIPE UNE OR LATERALS SHALL BE MARKED ON THE CLASS CLASS "A" Q Q iiii 27 3/8" I SIZE AS EASEMENT TOP FACE aF OURS AS FOlOWS: SURFACE RESTORATION L�LJ SPECIFIED •STORM GRAIN LITERALS 'D' 0 AS SPECIFIED Q iI •SANITARY SEWER LATERALS 'S' SOUND EXCESS NATIVE MATERIAL 2 p SEE STD. DRAWING NO. 400 A A DRSEE AMNGT6I LLI CD I AND A MAX HEIGHT OF 4' AS SETTLEMENT 0 L A2. LETTERS SHALL HAVE YZ" MA%. NDTN OVER TRENCH TO ALLOW FOR FOR FRAME AND GRATE Ma ( 3. LETTER SHALL BE CENTERED OH TOPTCUDETAIPHALTa2 WW. FACE OF CURB,E-■ L e IIIII I n > L7SECURE 2%4 IN PLACE2 ,/z" x I/2' 32 I/2' 3" AGAINST PLUG W/ CURB STAMP DETAIL < e Sp. EDGE FLAT BAR BACKFILL TO DREVENTPLUG PREVENT2' NATIVL TOP SOIL """":fm 1 4' Il IF TOP SOIL 0057E0 en 3 IS" 3' X 2 1 2" X I 4" Ti?. 2 1/2"� • G -I 95R COM36PACTION 20,C MPAC� �- PRIOR TO EXCAVATION. en M CM LV UV TYP. ANGLE TYP /_______ - ^WI7SU AC OF -� 1/2' X 3" BOLTS HUGHI SURFACE \ �� PROPERTY UNE OR IT_ a I a•L a•L ati 2 EACH END OF HEIGHT: TOTALLEN UTILITY EASEMENT -__I I_. • / /Li, UNDISTURBED B T 1 �.I STORM 12' 2%4 ROTC: AS SHOWN ON UNDISTURBED IC 4 �= EARTH -1� �90R COAIPACTIOV NATIVE d d d PLAN } SANITARY LOT/ APPROVED SET OF EARTH a BELOW 36"OF TE L; _ 3/4'J SECTION A-A SEWS MIN PLANS MARKINGS TO 7%4 „i, MATERIAL - N N N W ��1�11�p 1T ,��' 11=1IIL=II- Tiles . PLAN MAIN 36 ACE STREET d SURFACE / C C C OC t e / / T♦( 1- I. PLAN COLOR CODEODEITARY) DEPTH / / m Q Q MA% 30' I / / FINISH GRADE ` ROW INVERT I I I I '11 COLOR SURFACE J m � � 3 4 0 CRUSHED m GROUND (WHITE-STORM) 12' VARIES d / ROCK •ti qp 80' 27' 1 1/2' 1 1/2' < d / // ^ z z 2'LPL 2'MN. MAXIMUM �' T [as 1d el NOTES: MIN e I / 8. O FD N 6' FOR 36" w e - a, $ u 1B' POURED IN ''II IIII IIII IIII 1. FOR NEW CONSTRUCTION ALL SIDE SEWER MAX. PLACE MAX IA _ 4 �� ll �I u ll �� L AND SIDE STORM PIPELINE CONNECTIONS GR[%1N0 g d 4 °dl ee 3 N = h I 5' N1TH B B TO 8' AND 10' MAINS SHALL BE WITH SURFACE MAGNETIC j 3/4'-0 CRUSHED 4 1/2 PIPE m m O^ •-I ' isi 'EIHFORCEMENT FACTORY FABRICATED "TEE" FITTINGS TAPE ROCK PIPE ZONE • d d . O N FOR PRE • UNLESS OTHERWISE APPROVED. '^ • n d < 0.0- PLUS 6" 0 0 CZ a. = d CAST 'C .4._. a ' .ti r d d SUMP •' • 18' " P SECTION B-B 2.PIPE MATERIAL SHALL BE ONE OF THE 1=1LI= - el -• - a; J FOLLOWING - - itil 'O _ti�fjlj1:1 1y; f`I'�I-y^Yj1, A PVC ASTM-03034, ASDA-C900 P s l .. 4 Acc - 01 •4 • • 8. DUCTILE IRON CUSS-50 LABEL MAGNETIC TAPE MTH BLACK LETTERING STATING IT t I I I:I I`I..1�1 1• 4:17.. �•I�.I i ?- 6" �'• '•'r i• (STORM ONLY) THE FOLLOWING: i PIPE/BEDDING 1ri I I Y I I /i ►- i'I•V e"-I•Y Y'11i1 11'1 ((�� CV - • 2 1/2"x 1/4" S0. EDGE FLAT BAR C. A-2000 PVC ASTM 949 FOR SANITARY: 'CAUTION SEWER BURIED BELOW.' 11- � II I LY I I I • 41-I M 11I 1-1 I I I •• 1 I 11 Y.! c9 0. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." • IY7.1`1 I 1 I`f:P•11V 1:1.1 •=1Y 1F1�1=�. (v•S ClTi?. GRATE BAR (8 EA.) E. CPP MEETING AASHTO N252 PLACE 18' ABOVE TOP dF PIPE AND AGAINST 2X4. .�F, ��. . • I I I-'-� 6" 24" 6'�- 6' 27 3/= 6'�- 32' � e1re t ,�I. 31 1/4" Il 11: ,1:u�.L•. r,11 R==u. n .a. iE I..• 1- =111 11=11=11-11=11f11=1I-I1=II 11 11=11 Q SECTION A-A SECTION B-B II = -II-ra7r fir. II = lr.=.11 O 'II- - TRENCH STABIuzgnoN: 2111i r ' 1 1/2 PIPE O.D. PLUS 4" LAIN. FOR PIPE SMALLER THAN 18' cREQUIRED, TRENCHSTABIUZATONI 3/16" 11= SHALLBESPECIFIEDSEPARATELYNOTES. T1P 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18' AND LARGERCAP/ AND PLACED PRIOR TO PLACEMENT A- PLUGaFBEDDING MATERIAL1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. -- ,!-!-F L1 �1 LI 0 ill ' 1 W 2. INSTALL STRUCTURE M MINIMUM OF 8" OF 3ME' I 0" COMPACTED BASE0O MATERIAL. _ 18' :-r t z Lam' NOTE: IldrWgJ a 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 2 t • x 3 r • •:• • r.1,.- _ le WIRE MEETING ASTM A497 S0. EDGE FLAT BAR 3' C. TO C. ) • t I -yi=- I. ALL IMPACTION H AT WENENTS PER AASHTO T-99 AND ODOT/N'WA SPEC 00405. EO 4, ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND 1 R j • • y � � 2.THE TRENCH WIDTH AT SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO U MINIMUM SLOPE FOR INSTALL THE PIPE IN A SAFE MANNER. SLUMP OF 2' TO 4". • • • • •u: 3 4'-0 PIPE ZONE 3.THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF Six PLAN 6" PIPE - 0.010 MATERIAL AS SPECIFIED INCHES OUTSIDE THE MAXIMUM W7SIDE DiAMETER OF DUE PIPE BEING INSTALLED. n IN 0)I 5. PRE-CAST STRUCTURE'S CONFORMING TO 0.13.0.T. TYPE G-2 CATCH BASIN DESIGN/W1TH DITCH • • .• • / 4" PIPE = 0.020 N .. 4.IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NS2TE:- LIp:1 • 0 STANDARDS AS SHOWN ON DETAIL y400 - -- OF PIPE, AND BACKFILUNG OF MATERIAL ALONG THE SIDES OF THE PIPE. CFRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL_. ELEVATION - ch 0 DITCH INLET TRENCH BACKFILL Q DITCH INLET SIDE SEWER / SIDE STORM I 'm CleanWater Services FRAME AND GRATE CleanWater Services PIPELINE CleanWater Services DETAILS CleanWater Services , LU ')RAVING NO. 39C REVISED 10-31-19 PE.;,:__c, p- -,,_; REVISED 10-31-19 DRAWING NO. 590 REVISED 10-31-19 DRAWING NO. 400 - DRAWING NO. 520 Project JAMESTOWNE VILLAGE al- CM o r 131-029 TYPe Ul ENGINEERING '6 d •o Sheet I- co COT CASEFILE#SUB2021-00005 C8.4 IN Q < � IN W pj J iifl •o J CONSTRUCTION ~ o lY 222 I. Detention Pond shall be over-excavated and filled to final grade with 12-inch amended RIPRAP: W ' z p 1.1$ a= topsoil. Topsoil amendments shall begarden compost,not conventional fertilizer a P P P •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. 0 I 61 amendments. I O U' TACK ALL. EXPOSED MATERIAL. lam- a m •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. PATCH AC TO GREATER OF 3• I 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the - ` X THICKNESS OR EXISTING. W , 24• MAN. n •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. p 0 "' (N Detention •Pond cross section, fabric shall be held in place in accordance with the W 3 ° a0 12" MIN. $AN'GUT EXISTING AC �,I x manufacturer's installation requirements. Anchor spacing shall be based on 3 fps flow over . 0 w a } K RIPRAP INSTALLATION: W E� �. +� ' ao D 3 w the fabric. 2 _ �. a�>_ " ., o o 0 a O a. pond bottom-high-density jute matting(Geojute Plus or other approved equal) •EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. Z JQ _ .f �(11� v Z o o W g tYg( J PP cL �'/'/"� , ,;; woa o #W Mx1 N Z b. All other areas-low-density jute matting(Econojute or other approved equal) •INSTALL WOVEN GEOTEXTILE FABRIC. s `�YV° v7 w o N a 3. Plant materials shall be placed in accordance with the plan and plant table as shown on •PLACE RIP RAP TO FINISH GRADE. ~ a air/811 4o 11111111111, ' a tz IS approved plans. - - LL _ 4. The facility shall be deemed acceptable to begin the maintenance period when plant 4 a � Den 0_ <o < a9 growth and density matches the Engineer's design as shown on the approved plans and all ' _ ' W o I other •requirements have been met.. The Engineer must certify the facility to be functional, •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: N < w o 'o KKg43y/ _a <4 in accordance with the approved plan design to begin the two-year maintenance period.. CLASS CLASS CLASS CLASS CLASS , ^^,, I BASE ROCK ° CRUSHED ROCK U _ Q� Cwj O O� < Li Y. ,Vid N EXISTING 50 100 200 700 2000 NI a s ° 0 0 " 1 w a "Z g �W PERCENT O� ( ) (BYT) iS cs o ce z m a H oa.z PERMANENT, WEIGHT OF ROCK LBS WEIGH , _ a ° 3 I Ic.ZZ hi g a c a MAINTENANCE (11GAAD EDT TOORSDETAIL) 50-30 100-60 200-140 700-500 2000-1400 20 CC re MOW 7 y �. .y1 LL o u_7 I w- La- o o O 3015 60-25 140-80 500-200 1400-700 30 y -_ ao z� ,� I. The petTnittoe is responsible for the maintenance of% cmhty fora minimum of two years z w a`0PI } o o $el Chapter 2. J PE ZONE J _. I Z F 0 d 2-t1 2-0 8-0 20-0 40-0 10 Nett t , CO to W W 4 7%04 r J li i! Lrt- ; Z Z o , 00 0 < 3 R,0 2. Irrigation is to be provided per separate irrigation n as approved. �1 a t•' a d 0 E 1 a W Note: Irrigation needs are to be met usinga ^^ irrigation system with a timer during7 "a�:sr. *-%! x¢ Wi I- 0 :n 1 g T w ti 8 P `"7 g Y 1•!=S Pi n,•4!=!01.1I BEDDING C.7 7- z r o o w#Z a m CC the dry season. Systems should be winterized during the wet season to assure longevity and irr:.2r•-2• 1.8410�3%1 0oo. fir? x w "2 W'Y3aa v-11 e _ r,._. . •i ._T _1 a ar. .S, w 4* o as m W m a� guard against damage from freezing temperatures. Water source shall be as shown on the r oQ r f C a Oao20 %Japproved plans. a �M z °o > m o Wrc m<goa 3. Engineer or Owner's Representative is required to perform Monitoring and Maintenance of wNOTE: 5 co o �Z ••=t• oao0 Z = a a a I-^o xa the Site and rovide Documentation as re wired in A ndix A,2.5 of the Designand �p�l N w 3 w n < ,-Zan P q Appendix I. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKflLL of TRENCH. I at-4. O N V 2 N?m W W N Construction Standards. The Approved Plans shall include a Maintenance Schedule per •2. SEE STD. DRAWING NO. 590 FOR BEDDING. PIPE ZONE. AND TRENCH BACKFILL. ~O a n u-z v�'i a Appendix A,2.6.e of the Design and Construction Standards. e. z G-Li mk'z��ac�i PP g F _ J 4. The Facility shall be re-excavated and planted if siltation greater than 3 inches in depth x O aW i c -.<o a ' ?z`�-z o y`yI m occurs within the two-year maintenance period. >x am M O CO z Li X W 48,4 a it_l00WIE W O WINK a 88 Vl O:KO.RI.. VIV r7WJJ Ci rl v vi VI LL1 W Q T- CUT DETENTION POND V DETENTION POND RIP RAP DETAILS to j w ASPHALT DETAILS CleanWater Services CleanWater Services CONSTRUCTION & MAINTENANCE NOTES CleanWater Services CleanWater Services J -. z DRAWING NO. 600 REVISED 10-31-19 DRAWING NO. 700 REVISED 10-31-19 DETAIL NO. 701 REvSFD 10-31-'9 DRAWING NO. 790 REVISED 10-31-19 Q W 0 © W LL' 0 Q a CD CZ L.7 Q Q w 6 W „f.: Y � t2cc cc S IY a � > U) 8 Ls a (mLA3d5$Y) C L„ �' g e a r A-.901A-.> I J V //n� $ b1 > W y I, ✓la us f Y s ; ❖::::::❖:: i . L.• Of ea u3 W a. ♦ ♦♦•♦ •♦♦.♦♦.. J �❖�� O :io " n l _I [e1_I=1i , >, ♦0.•0 �p0:•:'' C • y a a x ♦♦ ♦ 4i > b CUT GRATE IN HALF m WI m W PoW a , 6N1 i..♦i:i .•ii.•,t,• 6 1 & WELD I HINGE ON al ▪ i s p 6 C , 1♦♦1• •1♦♦:i Z _ W N `= _ ,,.,.,.,.. .;,,,.,. • g EACH SIDE. m al W 5 4 W T s E :PX i♦ ♦•ODO•O' =_ R o c o +.:•.O•♦• •::::: IE d 1"1., Z ZA : W >bS > aSg` N Lf�I� T >. 1 ra ei 8 - z a o YI 8 o� i 8 o 0a' 6 a ti�" aw ar< u < k' M1�I 1N N i u Nu 3.i w m '^ • �ii. 0i♦� .J/i C C ? V h �t W ♦•••.♦•••♦, � ♦ S.S. HINGE WELDED TO GRATEA 07 m c o o 07 .... ATTACHED TO CONCRETE (03uO3d5 Sd) • �''2 aV. I ••: ❖i:•i:• l..•a deeds i 0 .901 0-.Y 0- o INGE it !Anil i I: 44:44O♦�.O.i. J• a 2r (Si b •♦•• :•) ma x 2 BEARING BARS oa 3 minim:01 q . ^>.,>,>>•>.: ; ......... ... , 3 S eliP1 'y •.O•♦•♦•.....'.., N. BARE STEEL ..0 O >> >> < XYW •L-•I - .S,e._ee♦weewe..,1 :\,. :.. 'c 1 ASTM A36 N .3 _L"isl l>_iJ- 4 Iggug.E1 , .o,.,..., ---- -- X 2 BAND BA' a� s� g }j <z• fBNk a $ > Q x x# LL.N e Ir $ gN L m z A 6 y w�A E" F j . . . - ' • ' ' •a.• ■ FIELD VERIFY J N 1 ES OI l$ 'grog �'� 3 - g S g , N : .c0<z .. O iWoa " ZZZ r a<i b x < lG:j :;::;:y{::}:4:4::i::•: Lli. CUSTOMER: BY: ANDREW S. £U$.CETRATEMASTER.COM Q a`t JOB 08 NAPE: GATE: P.O. PAV 324t 1 ANS 73 FA%8 0.397.2 53 R I IOIM AR TMH AVE.AYE. 503.597.2050 N W CHAIN LINK FENCE E AND GATE CxeanWater SeMces prop d l DRAWING NO. 792 REVSEO 10-31-19 JAM ESTOWN E VILLAGE N O r 131-029 TYPe Ul U ENGINEERING at o Shalt C8 /gyp m .5 COT CASEFILE#SUB2021-00005 -I rP Ili rIL W °j n Z L Curb and gutter all 'R 7 Z 0- 0 GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: 9 (Type varies) I.Curb ramp details are based on applicable ODOT Standards. V X (See general notel0) PI t Cons.6'wide(Nom.)curb at back of Gutter C 2.See Std.Dwgs.RD700 8.RD721 for curbs. N O curb ramp unless otherwise directed Zero lip FL @m r I rot 1 See Std.Dwgs.RD720RD902 b through for sidewalks.ordetectableIli . rt 0 i' See Std.W Dag. M24O s c surdeal. warning surface installation details. V Detectable warning min. See SW. TM210 for crosswalk closure detail. a Counter slope!4.0%max. surface D . A Max.-5.0%finished 2•�.l + 3.Site conditions normally require a project specific design.See prefect� � surface slope) I r •E 0% Var. shown W oleo plans for details not MI N (� '��sr�.••�. T-40 H-I6' 4.Tooled dummy joints are required at all curb ramp grade break Imes,(see Std.Dwg.RD722). {� Ed /��ta0.r ••••• O••• ••••••••• S.Curb ramp slopes shown are relative to the true level horizon(zero bubble). u1 E hale P.0 Cont. O.Hate tleternwe warning T' n,T,ran`##.yA�q�.yal�•:!:�:,'� �� _� of pedestrian travel full widthof curb ramp opening thatais adjacent toitralficz•m me direction W • Z / xu. 5� „ / .9....... •" nunc 7.Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction _ 0 of the ramp run.Grade breaks shag not be permitted on the surface of ramp runs and turning J _- SECTION A-A spaces.Surface slopes that meet at grade breaks shall be flush. Curb and gutter WI IIILLL N (See general note 111 - - ,-_-` / _' 8.When 2 ramp runs are immediately adjacent,the curb exposure(E)between the adjacent side O. tt a c ___ / may range between 3•and full design exposure. I4i N Detectable warning surface full / Top of curb shall be 9.Curb ramps for shared use paths intersecting a roadway shall be full width of path,excluding width of curb owning flush with ramp run flares.When a curb ramp is used to provide bicycle access from a roadway to a sidewalk,the < Curb ramp width z 4.5' curb ramp opening will be a 8'wide.(see Std.Dwg.RD909 for additional details). - (See general note 6) 10.Place an inlet at upstream side of curb ramp or perform other approved design mitigation. N N Check the gutter flow depth at curb ramp locations to assure that the design flood does not 0 overtop the back of sidewalk. PARALLEL CURB RAMP DETAIL • 11.On or along state highways,curb and gutter is required at curb ramps. p. ��o I v 0� N LEGEND: S , a , 4 ---20' - Sidewalk C) C1 •cc t Area a closed crosswalk Edge of travel lane8 •y Detectable warning surface B i`'�-- ____i 4:i•❖: Level area(Turning space/landing) o kr - i 1 Crosswalk closure support Unobstructed 4.5'x 4.5' 5 "' iv. s With obstruction 4.5'x 5.5'(Loner dimension In direction of pedestrian p r r -_ r, (See general note 2) 9 I i i Str!!t UOSSIng). ! � J ceP ,�,�yy��• For the purposes of this appllwtion,a max.2.0%Mlzhcd surface slope(for �,) Q Des / CyE''�:-O• � 4 \tin: aid gutter drainage)cr) sing).measured perpendicular In two dircttloni is considered level. 7 / ��.•• ••�•� general note l l) // \ QJr �:Ow'la--••� Q Cross slope l.5%max. / ,::::::::•‘-:::::::::., ( ed surface slope) (Normal sidewalk cross slope) Curb and gutter / ' Grade break / Q 4•• Running slope 7.5%max. (See general note 1 I) (see general note 7) / (Max.8.3%finished surface slope) �. Counter slope 4.0%max.ascending or descending, (Max. finished surface / Qt 6�c / .. Slope azrc0u required for drainage slope) tr - r ir•. • See gen.note 6 r / .'i•.t.. i• ,eV L 4'x4'tlear space •j,! q •S: Ir:::....•.:.. "r i • see gen.note6 ( •2• Pa t••.: \ I ''rn� tit, -I- ill • '.j \ CALL.roox No. N[A SEM DATE 14JAN•2022. I au•.Rote!.• \ I I $••• •• \TiL, NOTE- At mina W aid wvitaroMp shell Sc to atcadente xnh a m a lroo. , \ r...a...nnnm.. �G-\ the centre Oregon Standard Sperp¢anma `- a+ I Grade break `-� Grade tweak \ The selection and use of this OREGON STANDARD DRAWINGS I (See general note 7) I t (see general note 7) - Standard Drawing, while de- O signed in accordance with Q W generally accepted engineer- PARALLEL CURB RAMP 15 PS :: :Czi:::::: :::::G.;:;:: Mg principles and practices, O CC.::,....... is the sole responsibility of J io the user and should nor be 0 2021 1 _I used without consulting a con ante"mxenlon PARALLEL CURB RAMPS PARALLEL CURB RAMP WITH CROSSWALK CLOSURE Registered Professional En- o , MAW ou'ww,n in 5 OPTION "PL-1" OPTION "PL-2" gineer. ,o= atnm,bTES in i WI Effective Date:June 1, 2022 - November 30, 2022 RD920 W L o NOTE: Iiif� Q C) ` ll •Limit work to one corner at a time SO(wux G0Sm F R • to minimize pedestrian distruption t.l DETg R DETOUR AHiaD DETOUR DETOUR and detour length. a� a [Y - DEOUR F CROSS HERE Q L1--1 O _� M4-90 Ma-90 R9,11 30x2i 30x2a (AOSA+Ie M4-9D 30z24 30x21 2dz18 04ount on BOOM (Mount on BOOR) CLOSED DETOUR I� 30x24 (Mount on BOOR) IMOunt on NITER) in IJ (Mount on PCDI (Sleunt on 8Lt1R1 �� INSET"A' / I OR2N OxN Q H W LC (Mount on PCD) IMount ou Wpb fw • y dean D OUR - Y t i J 11.41 3 1 I See NSLT l- 1 I \ * N N MR MMM •jar (Mount on KO) I DETOUR Q�t Q�`I }��• �� CIM%uL ~ 6' O O �% 51DLWAIA CLOSED -coder See elSET r 30x24 N I ao5m �� _ _ (Mount on SOON G Pix<P(mn.)OE I /�� R9-9 OR22-8 4r Y Y LL race KDeiorq earn //,x 2dz12 NaN / -1 N N N W zI rweor exism9 DETOUR I Mount on PCP) (Mount on KIN I 0 0 0 pg �--.I I- asderalk. r I�...I 17 Reed) I / ROOtNSnOSEU MEAD Within Roadway -' (Moum oon CO `'-'-- CROSS MAL S m Q Q bo SIDEWALK DIVERSION r•�TasnpsizewiuwryIs. . DETOUR SWAMI 2:18 4•~re Z Z Ramp must meet ADA R9-9D.pbunt on BOOR) e NOTES: requirements m ci.max. fr ~ NUR d 00 finished surf.Slope Of + M4-9b (Mount on KD) O d E •Mace or construct temp,sidewalk gg%and max.finished 30424 D Redd.) y Z u m ramp,as needed. (Mount on BOOR) C C 3 V Lit dl cross slops of 2.0% • For roadways with a pre-construction • '1 A0 3 N N posted speed of 40 mph or less. o..H. Lpr..ax ttokm MD 48',min. i v I `\ I J DETOUR d 171 to y •6 O r. d ems„ A •See inset'A'for Temp.Sidewalk Ramp Dlpo DETOUR Aisle Y \ N. mil' a `i d details. y �� f \ M4-9b CO • 'W•"60'.or,where 60•width cannot be ��4/ M4-9b uossrear 9. maintained through the entire route, bme r��41 • • R9-24x18 30x2a 14/•1 R9-11 '-1 (Mwm on 801W 30x24 d) provide 48"min.width with 60"x 60' O (Mount on BMA SMALL ALL CIOSE0 A. 1- passing spaces every 200 ft. N♦ ♦ (Mount on MiOb •.ta ,� DETOUR �� DETOUR N • Use temporary ADA Compliant surfaces I ' u 9s HERE C'1 to cross planter strips or other 0 • M4-9D M4-9b N non-traversable surfaces. INSET"A" I�� 30x24 30x24 N LR4vnp.Sidewalk Ramp) J KD 48••,mn, / :Ir INount On BOOR) (Mount m RIIK) Meant m WA) !!ff te�rr.a i I lollr O� J L INSET eta I g� r (Closure Detain �, 4!•, . (A Hare 4'(mma of -1 ,- I_ -1 C KD along nth KD Side lk '^9 I- SIDEWALK CLOSURE, MIDBLOCK INSET"C r'1 i Nr. (Dowre Detain 1..1 q w - GENERAL NOTES FOR ALL DETAILS: L SIDEWALK CLOSURE, CORNER ~ $ LE viol • When closing or relocating crosswalks or other pedestrian (� �. 1( facilities provide ADA compliant facilities. Include a«essibiliry CALL.{COX F .____St__..... SDR DATE D4�ANr2022 I DETOUR '' • features consistent with existing pedestrian facilities by providing NOTE Al mateel aM.aamrnnNp shall be m atcadame Mth • adequate slope transitions and surfacin yr co 10. y; I�% y a 9 I`:''."'f UNDER PEDESTRIAN TRAFFIC the Current ae9on Standard Speaker O Ma-9b l • Provide non-slip.60 inch minimum wide surface through entire The selection and use of this CO r 3oxza :T.:: . Pedestrian route. If not possible.provide 48'min.width with %//� UNDER CONSTRUCTION OREGON STANDARD DRAWINGS I M (Moons on Ku I- 60'x 60'passing spaces every 200 feet along the route. Standard Drawing, while de- •++++• PEDESTRIAN CHANNEuZING signed in accordance with o 11_, ,- • Only ECG for pedestrians are shown. Other devices may be DEVICE(PUN generally necessary to control vehicular traffic. genera/tyaccepred engineer- TEMPORARY PEDESTRIAN Q ing principles and practices, ACCESSIBLE ROUTES Q /-1 � - • Stage work,as necessary,to provide a temporary pedestrianisthesoloresponsib/iicyo!0) 0 access route at all times. For roadways with no available detours.c CO 'h - maintain one open sidewalk at all times. the user and should not be 2021 '(p A DETOUR ,; . I 1- used without consulting a Wit avama otiwR•txxl (1 a t0 • Minimize pedestrian out-of-direction travel. ' io.2< Additional Right of Way • To be accompanied by Dwg.Nos.TM8208 TM821. Project gineer. Professional En- O1'N"pz Raised now for Novotny ""° r (Mount3044 o) SIDEWALK DIVERSION JAMESTOWNE VILLAGE o Effective Date: June 1, 2022- November 30, 2022 TM844 lb. r 131-029 U ENGINEERING a) o Sheet I_ /gyp m C8.6 COT CASEFILE#SUE'2021-00005 LEGEND 8 , ..... / 1107 _I _1 .7 iy .41/4 i- _ _ _ 11�_- --- - •• 39,'`� < POLES sir .. ...„ _____LA _ Imo . \ .- ilr. lancaster LP Install luminaire pole number (X=number) per Washington County t.1 t.1 t.1 t.z t.z t.3 t.s t.7 t.7 t.7 t.7 t.s t� �t.z NI,,z t.z t.z t.z t.z t.3 r.s t.d r.7 t.or .d t.3 t.3 t.3 441b4. , \ ,.•' •.- © Standards. STREET A \\ Q \ - ;� t •� c321SW 4th Avenue JUNCTtDN BOXFS kik' Portland, OR 97204 1... 0.,7 t t.ly t. t.3 xt-4 t.7 1..4 t.7 t.4 t. = t.l t\., t.1 -/ t\ t.2 t.3 t._Aii� t.7 \t_9 'Z. r t.s \t.s t.3 / t.z t. \t.4 t.s t.4 1 {503}-248-0313 ° ° ° \ "riim .„ er:: iii �� i! / \ lancastermobley.com ) ` lip t.3 t.s t.7 t.6 t. •'•,. es Install PGE specification junction box I / .4, ' W \ / � / __I_ / �!" � t ' P80fF "...art, - \ ..i - - "mow - - �, stn -� '` / ••} C O N t? U ! T S 1 110 \ t.s t.s t.s '� - it, <„ Fop •\ I _.. _� I + L IN � � S=PVC schedule 40 conduit size (inch) O'10�4 N.\ 4.o -9 t-7 ' �\ I - I OREGON G N=number of type XHHW conductors I - I - \�.. r Y • 9.' A I I I J3 �` N...^ \\ ��. 0 4.a t.9 OHO E 1111�� ''X� X=conductor size f' m ♦ �', ocPirs 12/31/2024 c LP 1 LP \t.s t.7 I N 7719 SF JB witYN. 1 7711 SF r, I co, G _C ' ` b- I I 1 t.s t.s /' LU J ' L JIL ii .11 i - - -. _ ' 3 1 t 4 I d 14' 110' Al I , -2 t-3 \ A i / I - - P G E o P ! o N "B „ N O T E S: t.2 t.3 / \ 1. Light pole shall be 30-foot direct buried, 25-foot mounting height two-piece bronze, fiberglass light l` I t.3 t.4 pole. ° PGE approved light poles are: t.s t.6 \ / co co co Shakespeare BHT3099S5BL9901 CMT MDS30 F 100 52 HS PC-NP-iB-22 t.s t.s PGE approved stubs ore: Shakespeare BHS3009N38L9901 Eil CMT 25-S17.1B-UP 1 to o t-9 2. Junction boxes shall be PGE approved splice boxes. G 1 col PGE approved junction boxes ore: ;,O)10 t.9 t.9 Z Newbosis FCA132418T-00043 h' Quazite A42 i348A017 t-s t-7 W aa) al ai al co al Armorcast A600 1946TAX 18-PGE AS- CONSTRUCTED �" o d d Highline CHA 132418HE145) Oldcastle 13241617 PLAN ° t.4 t.s W "Electric" or "Power" shall be in the lid marking area. l W `� 11141 t.z t.3 ,� 3. Luminaires shall be approved 29 Watt LED, 240V, mast-arm mounted, cobrohead flat lens fixture with5 a normal power factor reactor ballast, with twistlock P.E. receptacle. PGE approved cobrahead luminaires are: ' 29W Leotek GCJI-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-PDC-PGE ` \• - �, 4. The wiring from the splice box to the luminaire shall be PGE approved #10 AWG, 600-volt, 3-conductor, class b standing type TC with 45-mli sunlight resistant PVC jacket, suitable for direct I W buried applications. Rated 90'C and 75'C wet.For 240-volt applications, the PGE wiring configuration is: Black and red (hot) Green (ground) 5. PGE approved concrete bases are: 0 Z Utility vault 5CL-LB-PGE r 5 6. PGE approved 6-foot bronze mast arms are: LU Whatley MA-72DDB W a Valmont 1MA06328475-BRZ Shakespeare OPAR-6-BRONZE w PGE approved 8-inch mast arms ore: Q Z Valmont 1HT9OHJOB (PWD DARK BRONZE) eq) 1 Shakespeare OPAR-3T-0.7-BZ 11 7. Under this option, the developer will install the street lighting, the City will own the poles and fixtures,and PGE will maintain the lights. SCALE 1 INCH = 20 FEET 4 I fifi_ _fi-� r� 8. The contractor is responsible for coordinating with PGE for connecting the street lighting system to W V the local electrical distribution system. 20 0 20 40 9. All electrical components must be UL approved and testing lab approved from labs accepted by the State of Oregon. Ce W OLu W _W � � POLE AND LUMINAIRE SCHEDULE = 11 z Ce in I~ POLE LUMINAIRE Job No. 22012 Pole No. Roadway Station Offset Pole Type and Mounting Arm Length Type Style Specification Distribution LLF STATISTICS DESIGN VALUES TARGET VALUES Designed By: JLH Style Height Pattern Drawn By: JLH DESCRIPTION CLASSIFICATION AVG AVG/MIN MAX/MIN AVG AVG/MIN MAX/MIN Checked By: TEM LP1 StreetA 14+52 16.2' L Aluminum 25 Ft 8 in LED Cobra Head GCJ1-20H-MV-WW-2R-450-PCR7-RWG-WL-FDC-PGE Type2 0.85 StreetA Local 0.44 4.4 11 0.3-0.6 6 10 Date: 9/19/2023 LP2 Street A 12+90 16.9' L Aluminum 25 Ft 8 in LED Cobra Head GCJ1-20H-MV-WW-2R-450-PCR7-RWG-WL-FDC-PGE Type 2 0.a5 LP3 StreetA 11+77.2 18.1' L Aluminum 25 Ft 8 in LED Cobra Head GCJ1-20H-MV-WW-2R-450-PCR7-RWG-WL-FDC-PGE Type2 0.85 S i- 1 LP4 Street A 104-76.1 20.8' L Aluminum 35 Ft 6 Ft LED Cobra Head GCJ1-20H-MV-WW-2R-450-PCR7-RWG-WL-FDC-PGE Type 2 0.85 SHEET 1 OF 1 i�I 10'OFFSET d / / 1 -- 1-- � '! _� ,gS3-- I I SZ' FROM WALL I ,Q�N(.. - --- r r / 1 I I0 /� ' 3Fr=�f x g---nx4 �--X_. y X- X .1 � JL=-.Y =siF-�C pi; • .i..111 ,0 - tea- . . • .'.'.'. .'.'.'.'. .4, ^ )( .JX X 1 it MI s:e• / • 4., � _ / / . . . . ` . . . . . - - - - -- -may__ - ' 0 I I T� /f/ �r �si1 �_ `I - - f '.'. {.= % LI' 'i 3'a±a,a, ''a;j.,a'',a'' �I r �' Z a •j a Y I ♦ I/�I J - \ + is . . . , . . . . .. 0 U ,,` ( -REQUIRED STREET TREES + , I I- 1 ■JELL • ._ . � LL�� I I . . .` REAR YARD TREES FOR PER V _ I• ♦ / �' PLACED IN FRONT YARD DUE I CITY OF TIGARD LOT CANOPY re - r I TO CITY OF TIGARD SOIL t r /" a_ L. a L. I iLl t / t 'Jf 7 yg�d7510 SF SI. I' � /'� • LL'i //I / . . I _ � - I _a+ +a+a /U 'J `� , � I/ ~ / •_ 2 + .+�a�a� soy , tom' 873_ SF �r \ '{L siJr- x It:r L r - - - ` - L� � I T- I .' � +-+ ' WQTREATMENTELTION / i i i 1t / 1 a �pw � • 250.93' i / f ` x + //r /t .-_ -j \�� '_� / •.y. . .+y. . j SEECNILPLANS / � '/ / / 0 IT ' II .I .„..i, , i / y �_ - IiU . fl ti� _ - -�o..9a ,/' fi if: '; ?'= . . /� !a / I Ii d a . . 1 16 i� ,�-T .c_ _ A -a�� : - ,' . . . .y�. --ter / / :� I �' i I` � •sue ��`��I ��1''',`��►�w?'��iY- %�G�a` 1a i C ,. w�:•• �,ita. ��.� .4'g4 •' �.--- i /r - / I ��: �� s ♦�� .�♦ ♦0�� w♦�.�l ., a�� 1�fr��1i ��t:�i+��i ��t��1•��J��► ��tV� ��♦ ►� i / / - / :_...:_3 r it.Z.r.��1a,��:Is:ktatt / ` c c it• •.r.41-±:1-g?-!..L.r Nei itrtit et ►A��►�s�___ s SW ■..:.■_e�r_�,. ..'��•li ... / * ci eye"`- � � '�'.'. ►'rrrry s rr+►a►��i►• ai �. :r � VI ire: a latigi ■ �• �� \Ill I / \ ree iiit ;.-/ .1. I Raja .......... .. . . . . . . ...• -) •. t? 7 At.- . . ._,_• . . . . _ _ N VA il"" at ----- '10,36 SF +' Ire-...�.��:...--. . . _��s '�: 7,4111r 3..iiirmina. �.� 's.aliiiimmiiiikmormisp.„..,_._ _ ,__ ,Nspet, - ra:.._ _ .i*.��....- ,ate. •y`.h S ��.9.��.��®�/ • T.a 0 5s, I'L.i -. ` `-�r-��-�"� •��'�� b��'�i�'�'��-� i �" y"- i "!` � I "!i'°4�ro`=r"i 1r■�+��■��!1 1� � c1inaintsa- � t I i 111* �G�,tot1 -' 1.--- .... a ..._ cz..,). _ ,_ - ::: •4 . . ;:. malt.glEi kU±:!�.1.1 -I .r.i I i I 'mod :'` i v. �1��/ / �� 3 i �'♦.'�i..... ►G��1' •►�i 1'rv. ;11 1 1 �/'�:,�/i if �'�:<'(��!'>ti��1'S��'�' ''��'� )'� '� '� �a��`e''��1��i �� >��' 1 �►te i ,-.44 l r i ►��9�1��1��f!i_•��►�1�1��w��1��1��1�i��\��j Cj�/��O� r0'.v:�N�!��!G�rr��1■_.+�o!■�C�i�i��`'■�■�o�■vim\i�i�i 's�i�;��i�i�i��i.'�a•�.��:\�a+��1i1��i%la,��w� ��o�_Alt,��i:<�I ! `:�� 1' L__ / I \ ,itlk .... -- - ,ila :. _ �� // -\ 01/,' REQUIRED STREET TREE I�•� _/ \ e . •.,t �� ice. ��, •dl REQUIRED STREET TREE /___. ___. / W z :r'I' _ PLACED IN FRONT YARD DUE --- ` - f --- \ ._ - ', N4 11,1 PLACED IN FRONT YARD DUE / "I'' L -- `TO CITY OF TIGARD SOIL I '' ;! r/ - - - �'� I -- __- _� . -TO CITY OF TIGARD SOIL /. T /`{,((. . ,w 5 ,,.� /C _ r I VOLUME REQUIREMENTS I I- r " / `r��'��-��,--o VOLUME REQUIREMENTS --/ Q f1 H __,......- Tam _..... .,,,, .. . / �- N. 7711 SF 6442 . 1101111. ��/ ,-` -��/ axr I / _ 7719 SF / I o I o I "�� •�� _ I \ 7402 SF �.. QG z 2 it .4, '--.-- //-1 r t--,....-- \ t ,-.4 ler'I, 0 . l!e-1211. ..41 kidi ,-;4 \ 2, N >Jew: \ 0 .. 5 wo 0 L___ I - _ _li _ zaj ' � � ' Agfr � 125 r Ohot' � I � .1�X_ - aL. X cf X �-y1 l (l -K.. -� IV v, ryes 1 •/ _.-..-------___ slh I llaigire 11 1 gil I N./1 \ -- NO STREET TREES PLACED ON / / i a if 1 Q LI.< Q 40 TREE CANOPY LEGEND 1 4:00 ' �THESEFRONTAGES DUETO ,- z wNOTES: }_ �1••• IC�PVFLICTSWITHISTINGTREEa 'C i1 . SEE SHEET L1 .2 FOR PLANTING DETAILS. j - ` V . 0Q STREET TREE QUANTITIES CALCULATED BY: 2. SEE SHEET L1 .2 &L1 .3 FOR SWALE PLANTING LEGEND, NOTES AND DETAILS. -- 1�1 J ( d TOTAL FRONTAGE LENGTH 140 = # REQUIRED STREET TREES / '�I .•. IJJ QTOTAL FRONTAGE LENGTH = 1,133 L.F. 3. SEE SHEET L1 .3 FOR SWALE NOTES. - i- - IJJ w Q4. ALL STREET TREES ARE TD BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL J I Ce Lu a1,13314❑ = 26 REQUIRED STREET TREES SYSTEM PER CITY OF TIGARD DETAIL 3 SHEET Li .2. I 11 001 0111I .� I- a E E 5. SEE CIVIL PLANS FOR TREE PRESERVATION &REMOVAL PLAN. --- 1 I / STREET TREES - MEDIUM 6. CONTOURS SHOWN AT 1' AND 5' INTERVALS FOR REFERENCE ONLY. ~ SYMBOL QTY. COMMON NAME 1 BOTANICAL NAME: SIZE AND DESCRIPTION 7. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ' \ '� I ///Y �• TL 7t}t} .v .r ed STREET TREE LAWN AREAS. II) \\ J I 1 . f '- '0 el I 1 / \� I �I I '� • 1 \ d d d ��i TREE CANOPY PLANTING NOTES: L , 1 , , W 16 KATSURA TREE)CERCIDIPHYLLUM JAPONICUM: 1 .5' CAL., B&B : I I. j \ / !' a a a CC%PI 1. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL Ill I 1 \ l = = _ STREET TREES &LAWN AREAS / 1 1 `1\- • . • . I 2 m 2 al . 4I T 4 d 2. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURES III I I I �� '^ a • 12 YELLOWWOOD/CLADRASTIS KENTUCKIA: 1.5• CAL., B&B 1 5i la in SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE d a d z a Q O PAVING OR UTILITY BOX. FOR LOCAL STREET SEE DETAIL 3. i e e 3 r; H rN I N `� 3. ALL STREET TREE PLANTING AREAS ARE AREAS OF POTENTIAL SOIL COMPACTION, `'• N TOTAL 26 LIMITING TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING SHOULD BE / .4 • • • • --, •-•• ;:,w- a GROUNDCOVER USED TO LOOSEN THE SOIL. �- /j�~ \ �� ` i. SYMBOL QTY. SIZE AND DESCRIPTION: 4. BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4' OF p,: = _ : '... .' ' ' �: "°ii - x ;: ;.y',tel.:, r_x: - r� ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY) / .- '. - - ' �•��,��.��:A.N Y; 2,595 LAWN (SOD) AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE ` ' ,_ •• ��•"` �� r`'�'` S.F. • INpp • • �� xss = -��C'ss xss,--tt�css.�-�--r XSS-XSS •xss• xss XSS----NO.-XSS x�ss •xss xss xss- Z 71° �• ,-•,• • DISTANCE FROM PAVING, SIDEWALKS,AND STRUCTURES, USE BACKHOE TO TURN � �- - - - - • r �c yy SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDs AND LOOSELY INCORPORATE THE {r '` ��"' ' - - :i LOT CANOPY TREE - PLANTING LEGEND SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING y1 • ' • _ I J. I I •C�•`�•, n • �' SYMBOL SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE �' ' ' ASS I' ' '` 141• •i' I' ' ' ' ' ' ' ` .V if ' �AI•V 1 �• T � . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 p NO • .w?..: ..h?i :a''•. :t ,M.,:s::; 4...t'E:.:.T,^.t'1-.7 •,:ir,.•.::.. M 0 J _ NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH x XG aLyr• Y?� ;:.v'4":i NK.•..l4!.`4..z.4•,2%4 ,_ • N1 1'.4c,:a;:;:::a;. ,:4 4,,, .. •%;•s� 4.. �;ti;': �� GREATER THAN THE BOTTOM OF FOOTING.AFTER TURNING RE-SPRED TOPSOIL AND „ G - .• ... , - y �_�� w a'�:'�, .>..i+♦r o,".q:^ ', JS��:.'*:'e^1 i}:Ai••.r'1..��:=:iFw'.": . �.V:: •is:` :!i�!:;":.• I� If 2 KOUSA DOGWOOD I COP,NUS KOUSA: 1.5' CAL., B&B ��. . . . . . . . . R..; ` s43tr_`+: :a *:"' {', ...sd+`s: ...c,.:,as;;;� r,..,r} :".� ta6:d ize(iv, y,;:'r•'C.".r.'..4- t_ o 3-5' OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL ? • ~X qq 'yy N(R1.1•'` y?}!"��\1-.•C r..,`i.•• ) •i••T'•rj.V'"r ,, ti <• F ?y.:10J:4^-;..,•„6•1;".[Ney •,.e. � 77 C ��JJ„/// �,�-.. •, .--++X X `i Ste' :.<^ ,'. . .-h v. .L.w.a , n°hy:... . g V 11, TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. . . . . . . . . . . XG - - ire _ _ `' °�48 ^r _ _ oil STATEMENT: �..-'R� -- 1:.s sir . • �• : sir 1 CO c 5. NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS ' ' ' ' t ' _ _ *• w I, BEN D. HOLMES,ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE SHALL CONFORM TO THE APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY �1_ i'� --��g- - - 5•' ' ' • - CO•• • Q ❑ 115 0. REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATION ' ' r Noc4 STANDARDS INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND ,70 g BEN D. HOLMES ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS ca REGISTERED LANDSCAPE ARCHITECT#0634 BOARD. NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN /-�( ASSOCIATION OF NURSERYMEN FOR NURSERY STOCK (ANSI Z60.1) FOR GRADE NO.1 PJ \ OR BETTER. DOUBLE STAKE TREES IF NEEDED FOR STABILITY. J;;.P:fESTG�A+NE VILLAGE N O c' _ SCALE No. 20 0 10 20 131-02Q V (1.---- 1 Type . � ' INCH = 20 FEET LANDSCAPE m o Sheet L1. COT CASEFILE#SUB2021-00005 CWS - STORM WATER FACILITY - PLANTING LEGEND TRACT 'A O. TREES 0 3m SYMBOL QTY. COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION kttret• 0 = N W pj 4Y� ••1�1�1�1 2 CASCARA/ RHAMNUS PURSHIANA: 2 GAL./3' HT. DRY _may�j `Ij/ R 'GROW STRAIGHT' TREE TIES 0 g ;_;_;•;•; 4 VINE MAPLE/ACER CIRCINATUM: 2 GAL./3' HT. WET/DRY , • 2' BARK MULCH I , i�`�I! �,V i GLAV. STEEL WIRE; LOSE TO $ AT 18' Dia. ALLOW 4' OFF MOVEMENT IN Z a Q a o TOTAL 6 566 S.F X .01 = 6 REQUIRED TREES CIRCLE 111 ALL DIRECTIONS 0 O U SHRUBS °�00 �!�J� V31 MULCH AS SPECIFIED. j a SYMBOL QTY. COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION V • PLACE ROOT COLLAR �]11 °� KEEP MULCH CLEAR ~ o - 29 MOCK ORANGE/PHILADELPHUS LEWISII: 1 GAL./2' HT./CLUSTER WET/DRY v ,i ABOVE GRADE N] 14 OF TRUNK BASE. W — 0 29 RED TWIG DOGWOOD/CORNUS SERICEA: 1 GAL./2' HT./CLUSTER WET/DRY _ / MOUND FOR TEMPORARY FINISH GRADE 0 g 4 , , , , , \4 • , WATER BASIN 2-3' + CUT AND REMOVE TWINE x •••••••••• 29 PACIFIC NINEBARK/PHYSOCARPUS CAPITATUS: 1 GAL./2' HT. /SINGLE MOIST o „ 5 � ' PLANTING PITS TO BE BURLAP,AND WIRE BASKET re 1s1! a0 f2 27 OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL./1 .5' HT./SINGLE DRY 2'X2'X6'WOOD = o 12' GREATER THAN THE - l FROM TOP AND SIDES OF 29 SERVICEBERRY 1 ALMELANCHIER ALNIFOLIA: 1 GAL. HT. SINGLE DRY STAKES SET OUTSIDE y / ROOTBALL. W ROOTBALL ROOTBALL ON •C / W Z •• •• •• •• •• 29 CLUSTER ROSE 1 ROSA PISOCARPA: 1 GAL.11 .5' HT.1 CLUSTER MOIST It WINDWARD AXIS 3' UNDER FIRST LIMBS OR 5' 4[REMOVEAFTER ONEirAi . HIGH. WHICH EVER IS a 29 SNOWBERRY 1 SYMPHORICARPUS ALBUS: 1 GAL.11 .5' HT.1 CLUSTER DRY YEAR) 0 - 29 DOUGLAS SPIREA/SPIREA DOUGLASII: 1 GAL./1 .5' HT./CLUSTER WET IfI �� EXISTING SUBGRADE _ r Jw LOWEST. p� TOTAL 230 4,590 S.F X .05 = 230 REQUIRED SHRUBS -' I ± 1 r cox NOTE: STAKE ALL F. a 1r ¢ � r E• �' LOOSEN SOIL PRIOR TO g r, r O W EVERGREEN TREES LESS HERBACEOUS PLANTS l� PLANTING. FIRMLY PACK o �O THAN 4' CALIPER. DO NOT SYMBOL QTY. COMMON NAME 1 BOTANICAL NAME: SIZE AND DESCRIPTION CONDITION , SOIL WITH FOOT. DO NOT Cr, j + STAKE VINE MAPLES. Cl 2,694 SMALL FRUITED BULRUSH/SCIRPUS MICROCARPUS: PLUGS 1'X6' WET BEND OR BREAK ROOTS. I TREES 1 112' CALIPER AND • jJ \ LESS SHALL BE STAKED ] M LLL 2,694 SPREADING RUSH/JUNCUS PATENS: PLUGS 1'X6' MOIST NO'J' OR 'L' ROOTS. y LLL BACKFILL SOIL �, DIAMETER OF WITH A SINGLE WOODAV Q� ' z 'j \ 2,694 SLOUGH SEDGE/CAREX OBNUPTA: PLUGS 1'X6' MOIST REMOVE BURLAP OR CONTAINER ROOTBALL + J STAKE UNLESS OTHERWISE W - Ir�: V a o SPECIFIED. F• _ `:, g W TOTAL 6,062 1,347 S.F X 6 (6 PLUGS PER SQ. FT.) = 6,062 REQUIRED EMERGENTS rn " n' 4 x SI "ALL HERBACEOUS PLANTS ABOVE ARE TO BE LIVE VIABLE PLUGS - 1'X6' LONG, NURSERY GROWN. #1 CONTAINER PLANTING DETAIL 1 TREE STAKING DETAIL C o �G�GRASS SEEDSCALE: N.T.S L1 2 SCALE: N.T.S . Ur p SYMBOL QTY. COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION CLEAN WATER 'LOWGROW' SEED MIX: 120 LB PER ACRE • � • � • �� DWARF TALL FESCUE/FESTUCA ARUNDINACEA 40% STAKES in 4,590• • • • • • PR662❑ DWARF PERENNIAL RYEGRASS/LOLIUM PERENNE'PR6620' 30% TREE TIE W •••.• •.• •.4 TREE TRUNK S.F. CREEPING RED FESCUE/FESTUCA RUBRA 25% O �,CEO TEXTILE ROOT CONTROL SYSTEM MULCH HIGHLAND COLONIAL BENTGRASS/AGROSTIS TENUIS'HIGHLAND' 05% 7 BELOW SURFACE-1 B' DEEP(BOTH ` SIDES) Z 'APPLY WITH 4'THICK COVER OF GREEN DUED FINE GROUND WOOD CELLULOSE MULCH. PROVIDE 100% EROSION SIDEWALK AND WEED FREE COVERAGE. RE-SEED AND WEED AS NEEDED. NOTES: I/ / / / / /i/ / • / / ' / / / / / / I 1. WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A PERMANENT IN GROUND AUTOMATIC t in jj J IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL PLANTER STRIP • 0 a in DOWNSTREAM OF THE WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED iCt A MINIMUM OF THREE (3) GROWING SEASONS. WIDTH VARIES W Q 2. REQUIREMENTS INDICATED ARE IN ACCORDANCE WITH CLEAN WATER SERVICES (CWS) R&O 19 22; APPENDIX A- PLANTING REQUIREMENTS. C J J is ci F Q Z t ' GUTTER Z STREET rW O ~ 6 C r^^V H in r W w o _ 2z R.O.W - TREE PLANTER & BARRIER 3 Z L o SCALE. IVT : .2 i Z w EE NOT CLOSER THAN 20' MIN. 20' N IN N STREET RIGHT WAY CORNER Q Q Q MIN. 1& ANY DIRECTION MIN.4' STREET LIGHT CATCH m m m IJ: la STANDARD BASIN 0 0 0 to MIN. MIN.4' = =0 o Cl MIN 2 112' go gom e M A HARD SURFACE MIN reit w hi 3 9 _ 2 yT a 'CSyT 2 ES' U 4 r ✓✓ ✓ CV N 7' ...DRIVEWAY ` till , IT (�V PLANTER O fi 0 a _ o: itr,, r WATER • T ALK 12115114 SIDEWALK rpp C PUE ~ jci) n NO TREES FIRE HYDRANT, UTILITY il O 1 BOX OR UTILITY POLE (' MIN. 15' - j Q Z LATERAL OR ANY o f� Z•rt� UNDERGROUND Q L UTILITY Ilss�� 9 0 0 y of / _._.r J QIf 2 PORCH - YSf 77� ,� L "L 1 Li Z - - V Li. mm 0 r I . HOUSE I a Q 2 . co Q ° o CITY OF TIGARD - TREE SPACING 4 g c , • SCALE: N.T.S L1 . 2 Prolect JAMESTuWNE VILLAGE N No. O 131-029 Type UO, LANDSCAPE IU Sheet O a Eli COT CASEFILE#SUB2021-00005 L1.1 WATER QUALITY BASIN - PLANTING NOTES: a 1 . ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A PERMANENT IN GROUND AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR IN 7 ` 0, CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE 0 I N EXISTING WATER METER. PERMANENT IN GROUND IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) GROWING SEASONS. 6 W 3 ��qq J c6 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. V 3$ CONSTRUCTION • a 2 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING Z a Z 0 CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended 0 0 U topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer nn I 1 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING amendments. N g - 1 TO THE CONDITION. 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the W • 2 p 5. SWALE TOPSOIL: REMOVE ALL NONNATIVE PLANT MATERIALS, INCLUDING PLANTS, ROOTS,AND SEEDS PRIOR TO ADDING TOPSOIL (SEE IVAM GUIDELINES). swale cross section, fabric shall be held in place in accordance with the manufacturer's 0 I g xa TILL THE SUB-GRADE IN THESES AREAS TO A DEPTH OF AT LEAST 4'AND ADD AT LEAST 12' OF CLEAN COMPOST-AMENDED TOPSOIL.THE COMPOST installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. ry ¢ m S AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM: U. ENN f2 A)TEXTURE- MATERIAL PASSES THROUGH ONE-INCH SCREEN a. Treatment area - high-density jute matting(Geojute Plus or other approved equal) w 2 B) FERTILITY - 35% ORGANIC MATTER. b. All other areas- low-density jute matting(Econojute or other approved equal) W 3 0 CM 3. 2.5-3 inches of 2"-4" river run rock shall be placed over the matting evenly throughout the Z g ! 2 6. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. IF THERE IS A DISCREPANCY BETWEEN length and width of the swale. a PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL 4. Plant materials shall be placed in accordance with the plan and plant table as shown on 0 QUANTITIES IL 4 a approved plans. 7. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. 5. The water quality swale treatment area plantings can be deemed "substantially complete" once active green growth has occurred to an average growth of 3" and plant density is an N 8. "BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED STOCK SHALL BE INSTALLED ONLY FROM average of approx. 6 plants(minimum I-inch plugs or equivalent)per square foot. 0 FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. • "CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER ACRE. 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth 0 j Pi and density matches the engineer's design as shown on the approved plans and all other �' Z \ m PLANTING NOTES (PER CWS DESIGN &CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS, APRIL 2017]: requirements have been met. The engineer must certify the facility to be functional, in F =- `K`�. v 4 2_ 9. TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS accordance with the approved plan design to begin the two-year maintenance period. fib.; o Q o AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) W O �G�C' MAINTENANCE I. The permittee is responsible for the maintenance of this facility for a minimum of two years • AA 0 MAINTENANCE AND MONITORING: following construction and acceptance of this facility per Chapter 2. a 2. Irrigation is to be provided per separate irrigation plan as approved. 10. BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1) AND FALL(BY SEPTEMBER 30), FOLLOWING THE FIRST Note: Irrigation needs are to be met using 88�� m with a timer during GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A MINIMUM OF 80%SURVIVAL RATE OR BETTER WITH 90%FACILITY COVERAGE OF THE G�BL� REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO the dry season. Systems should be winterize unng t e wet season to assure longevity and REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% guard against damage from freezing temperatures. Water source shall be as shown on the NON-NATIVES OCCUPY THE SITE. IF IT IS DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR approved plans. IA THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER,A PLAN WILL BE DEVELOPED Z AND IMPLEMENTED TO MEET THOSE CONDITIONS. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary 0 to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial H coverage. Non-native, invasive plant species shall be removed when occupying more than Q GENERAL NOTES: LANDSCAPE PLAN 20%of the site. 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth Z w Lu 1 . THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR a SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE occurs within the two-year maintenance period. _1 V CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 05 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY z CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. WATER QUALITY SWALE In W ?� 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. CONSTRUCTION & MAIN TEN A N CE NOTES C1eanWater Services I- O tn DETAIL N0. 710 REVISED 12-06 Our commitment is clear. 0 W 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. Z L Z 5. BED EDGE TO BE NO LESS THAN 12'AND NO MORE THAN 18' FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHERE GROUND-COVER OCCURS, PLANT VI Q TO LIMITS OF AREA AS SHOWN. Z Q in 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. * CLEAN WATER SERVICES DETAIL MODIFIED PER CITY OF TIGARD COMMENTS 0 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING,TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF Z cc [� i IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. LU {¢J 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE a E (- REPRESENTATIONS OF REQUIRED MATERIALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE N N N GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 1 1 1 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. m m m 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION a a a cccc WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. = = = 11 .WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. m m m e d 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. S S 5i a o MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS d a d z I; Q N LONGER. 3* a3i d N M I 5 '- t I 03 8-co13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER.APPLY AMENDMENTS AND FERTILIZER a a ac a` X 7 .- N PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. N a 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL i' PER MANUFACTURES RECOMMENDATION,AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. r� 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. INPA c o 71 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. J il 1 0 PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE c LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE NI WITH THE DRAWINGS. ❑ Q = 0 7 c) 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT If DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. J m 16.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD D a- y RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. m c I m 19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE CO O cos MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. Q N CONTACT: g c RIVERSIDE HOMES co 17933 NW EVERGREEN PL., SUITE 370 Prolect BEAVERTON, OR 97006 PHONE(503) 645-0966 PAESTuWNL VILLAGE No CONTACT: NIKKI MUNSON No. 131-029 Type UO, LANDSCAPE N Sheet O L1.L m COT CASEFILE#SUB2021-00005 STRUCTURAL ABBREVIATIONS MAX MAXIMUM STRUCTURAL DRAWING SYMBOLS STRUCTURAL NOTES: MC MISCELLANEOUS CHANNEL GENERAL NOTES + .0 # NUMBER OR POUNDS MECH MECHANICAL ^ 1 THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE MF MOMENT FRAME TO A MINIMUM 1/4"AMPLITUDE. G G4? AB ANCHOR BOLT MFR MANUFACTURER \ 1 DETAIL REFERENCE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION ACI AMERICAN CONCRETE INSTITUTE MEP MECHANICAL, ELECTRICAL, PLUMBING ® � ADDL ADDITIONAL MIN MINIMUM AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL DESIGN OF FORMWORK, SHORING AND RE-SHORING DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ADJ ADJACENT MIR MIRROR SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND CONFORM TO THE MOST RECENT EDITION OF ACI 347R. AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL MI SC MISCELLANEOUS HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALLaCi AFF ABOVE FINISH FLOOR MSA MASONRY SCREW ANCHOR SAFETY REGULATIONS DURING CONSTRUCTION. CONCRETE REINFORCING STEELalle AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ® , DETAIL SECTION CUT ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706, GRADE 80 UNLESS NOTED OTHERWISE. ALT ALTERNATE (N) NEW THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS, PLASTIC CHAIRS OR APPROVED ALUM ALUMINUM NIC NOT IN CONTRACT APA AMERICAN PLYWOOD ASSOCIATION NOM NOMINAL CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE METAL CHAIRS,AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1 AND SECURELY TIED IN PLACE WITH HITECTURAL NTE NOT TO EXCEE❑ STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT #16 ANNEALED IRON WIRE PRIOR TO PLACING CONCRETE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE ARCH ARC ARCM AMERICANEC SOCIETY FOR TESTING AND MATERIALS NTE NOT TO EXCEE BUILDING OR WALL THEIR OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY WITH THE 'ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 315. BAR all ASSY ASSEMBLY WV SECTION CUT PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS. ATR ALL THREAD ROD OC ON CENTER IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN ATRIA ALL THREAD ROD WITH ADHESIVE OD OUTSIDE DIAMETER A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR EMBEDDED STEEL ITEMS IS PROHIBITED EXCEPT a AWS AMERICAN WELDING SOCIETY OPP OPPOSITE WHERE SPECIFICALLY APPROVED BY THE ENGINEER. WHERE WELDING IS APPROVED, REINFORCING STEEL SHALL OWJ OPEN WEB JOIST a ELEVATION OF WALL THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED CONFORM TO ASTM A706,AND WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E9018 OR APPROVED B/ BOTTOM OF ® OR FRAME HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE ELECTRODES.WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.4. MILLER BF BRACED FRAME PAF POWER-ACTUATED FASTENER DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER BLDG BUILDING PC PRECAST THAN THE PROJECT AND LOCATION SPECIFIED HEREIN.OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS UNLESS NOTED OTHERWISE, CAST-IN-PLACE CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS: BLKG BLOCKING PCF POUNDS PER CUBIC FOOT ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY CONCRETE COVER(UNLESSNOTED OTHERWISE) CONSULTING oTHERWISE. ENGINEERS BM BEAM PERP PERPENDICULAR BEAMS 8 # REVISION SYMBOL CONCRETE CONCRETE BN BOUNDARY NAIL PJP PARTIAL JOINT PENETRATION COLUMNS NON-STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, CAST EXPOSED TO SLABS 8 BOT BOTTOM PL PLATE BAR SIZE WALLS (TIES, 9E00 SW Oak St I Suke400 MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE AGAINST EARTH/WEAT JOISTS BRBF BUCKLING RESTRAINED BRACED FRAME PLF POUNDS PER LINEAL FOOT IDSTIRRUPS, Portland, OR 197223 BANG BEARING PLYWD PLYWOOD OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EARTH HER SPIRALS) 503.248.1250 I mlllar-aa.com BSMT BASEMENT PSI POUNDS PER SQUARE INCH #5 & 'TOP BARS: GRID LINES TEMPORARY SHORING SMALLER 1 112 BTWN BETWEEN PSF POUNDS PER SQUARE FOOT 3/4"" BU BUILT-UP PT PRESSURE TREATED OR POST TENSIONED A -+-- WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORING SYSTEM 3" BOTTOM 1" 1 112" PVC POLYVINYL CHLORIDE 1 THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECTS PERSONNEL,THE PUBLIC,AND 2 BARS: - C CAMBER OR CHANNEL(AMERICAN STANDARD) THE BUILDING AS REQUIRED.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROTECTING STREETS,WALKWAYS, #14&#1#6 TO#11 1 1/2"S: 1 112" CANT CANTILEVER QTY QUANTITY UTILITIES, IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING CIP CAST IN PLACE er` ROTATE VIEW SYMBOL CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SHORING SYSTEM CLEAR WITHOUT OBSTRUCTION SPECIFIED CONCRETE COVER SHALL BE MAINTAINED TO ALL REINFORCEMENT AT CONCRETE REVEALS AND INSETS. 0 CG CENTER OF GRAVITY RAD RADIUS OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. SHOP DRAWINGS SHOWING CONCRETE REVEALS AND OTHER INSETS SHALL BE SUBMITTED FOR REVIEW. CGS CENTER OF GRAVITY OF (PRESTRESSING)STEEL REF REFERENCE CJ CONTROL OR CONSTRUCTION JOINT RAD REFERENCE ARCH DOCUMENTS N BUILDING CODE REINFORCING BARS SHALL BE LAP SPLICED PER 3155.02 Z ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2018 CJP COMPLETEJOINT PENETRATION REINF REINFORCING INTERNATIONAL BUILDING CODE(IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. RECORD DOCUMENTS O CL CENTERLINE REQD REQUIRED NORTH ARROW CLG CEILING REV REVISED, REVISION CPI THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED CLR CLEARANCE; CLEAR RO ROUGH OPENING SPECIAL INSPECTION/STRUCTURAL OBSERVATION ON INFORMATION PROVIDED BY OTHERS. MILLER CLSM CONTROLLED LOW STRENGTH MATERIAL SPECIAL INSPECTION AND/OR TESTING IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704. THE CONTRACTOR SHALL CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING OF SPECIAL INSPECTION. IT IS THE OWNER'S RESPONSIBILITY TO CMU CONCRETE MASONRY UNIT SC SLIP CRITICAL ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION IJJ COL COLUMN SER STRUCTURAL ENGINEER OF RECORD PROVIDE SPECIAL INSPECTION AND TESTING BY A QUALIFIED THIRD PARTY, SUCH AS A TESTING AGENCY REVIEWED BY AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR i R CONC CONCRETE SHT SHEET Mr SURFACE-STEPPED THE ENGINEER. OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF V CONN CONNECTION SHTG SHEATHING ERRONEOUS INFORMATION PROVIDED BY OTHERS. CONST CONSTRUCTION SIM SIMILAR �C REFERENCE THE SPECIAL INSPECTION TABLE ON SHEET S0.02 FOR ITEMS REQUIRING SPECIAL INSPECTION, TESTING, cI' CONT CONTINUOUS SLBB SHORT LEGS BACK TO BACK S� `` SURFACE-SLOPE UP AND STRUCTURAL OBSERVATION. COORD COORDINATE SMS SHEET METAL SCREW SHOP DRAWINGS/SUBMITTALS CSA CONCRETE SCREW ANCHOR SOG SLAB ON GRADE //// SURFACE-SLOP DOWN SHOP DRAWINGS FOR SPECIFIC PRODUCTS GENERATED BY SUPPLIER SHALL BE SUBMITTED FOR THE ITEMS NOTED IN SQ SQUARE ��l THE SUBMITTAL SCHEDULE. DRAWINGS SHALL BE TO SCALE AND SHOW COMPLETE DETAILS AND INSTRUCTIONS FOR d PENNY(NAIL) SS STAINLESS STEEL FABRICATION AND ASSEMBLY. SHOP DRAWINGS SHALL INDICATE ERECTION AND TEMPORARY BRACING INFORMATION db NOMINAL BAR DIAMETER SSL SHORT SLOTTED(HOLES) a SURFACE-SLOPE FOR CONTRACTOR'S USE. ❑BA DEFORMED BAR ANCHOR STD STANDARD . TWO DIRECTIONS DBL DOUBLE STL STEEL THE DESIGN OF DEFERRED SUBMITTAL ITEMS NOTED IN THE SUBMITTAL SCHEDULE SHALL BE THE RESPONSIBILITY OF Z DEG DESIGNED ED BY OTHERS SQ SQUAREMET X THE CONTRACTOR. ❑OCUMENTS FOR THE DESIGN AN❑ FABRICATION OF ❑EFERREDU SUBMITTAL ITEMS [INCLUDING DEG DEGREE SYM SYMMETRICAL OPENING IN FLOOR OR WALL STRUCTURAL CALCULATIONS AN❑ ❑RAWINGS) SHALL BEAR THE SEAL AN❑ SIGNATURE OF A LICENSED ENGINEER DEMO DEMOLISH: DEMOLITION REGISTERED IN THE STATE THAT THE PROJECT IS BEING CONSTRUCTED. DF/L DOUGLAS FIR-LARCH T&B TOP AND BOTTOM DIA DIAMETER T&G TONGUE AND GROOVE THE CONTRACTOR SHALL REVIEW AND MODIFY ALL SUBMITTALS AS REQUIRED FOR CONFORMANCE WITH DATE AND O ❑IAG DIAGONALT/ TOP OF SIGNATURE ON ALL SETS OF DOCUMENTS PRIOR TO SUBMITTAL TO THE ENGINEER.THE CONTRACTOR SHALL SCHEDULE C DIM DIMENSION TRANS TRANSVERSE SUBMITTALS TO ALLOW SUFFICIENT TIME FOR REVIEW AND POSSIBLE RE-SUBMITTAL. H c DIST DISTANCE TYP TYPICAL DL DEAD LOAD SUBMITTAL SCHEDULE CO Q DN DOWN UNO UNLESS NOTED OTHERWISE SHOP DEFERRED ITEM SUBMITTAL W 2 DTL DETAIL URM UNREINFORCED MASONRY DRAWINGS SUBMITTAL DWG DRAWING UT ULTRASONIC TEST CONCRETE MIX DESIGNS X L�J (E) EXISTING VERT VERTICAL STRUCTURAL DESIGN CRITERIA 0 CC EA EACH VIF VERIFY IN FIELD ` O EB EXPANSION BOLT STRUCTURAL DESIGN CRITERIA — EF EACH FACE W/ WITH RISK CATEGORY I II w p EJ EXPANSION JOINT W/O WITHOUT Q EL ELEVATION WD WOOD SOIL DESIGN DATA �_ CL ELEC ELECTRICAL WF WIDE FLANGE ALLOWABLE BEARING PRESSURE 2000 PSF reIJ EN EDGE NAIL WP WORK POINT UNRESTRAINED WALL ACTIVE PRESSURE 45 PCF(FLAT BACKFILL) 70 PCF (SLOPING BACKFILL) EQ EQUAL; EARTHQUAKE WTS WELDED THREADED STUDS EW EACH WAY WWR WELDED WIRE REINFORCING SEISMIC PRESSURE 6.5H PCF(FLAT BACKFILL) EXT EXTERIOR 10H PCF (SLOPING BACKFILL) COPYRIGHT 2021 EXT❑ EXTEND; EXTENDED COEFFICIENT OF FRICTION 0.4200 Miller Consulting Engineers, Inc. PASSIVE LATERAL RESISTANCE NOT USED IN WALL DESIGN f'c 28 DAY CONC COMPRESSIVE STRENGTH y UNE IS INCHES F FF FINISH FLOOR FOUNDATION CRITERIA AT FULL SCALE FN FIELD NAIL ALL FOUNDATION ELEMENTS SHALL BE SUPPORTED ON SUBGRADE PER THE GEOTECHNICAL REPORT DATED OCTOBER (IF NOT2"-SCALE ACCORDINGLY) FLR FLOOR 21, 2020 BY GEO CONSULTANTS NORTHWEST. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL COMPLY WITH THE FDN FOUNDATION STRUCTURAL DRAWING INDEX PROVISIONS SPECIFIED IN THE GEOTECHNICAL REPORT. DRAWN BY: ADJ FOC FACE OF CONCRETE RETAINING STRUCTURES CHECKED BY: FOM FACE OF MASONRY F' w ALL RETAINING STRUCTURES, I.E.: RETAINING WALLS AND BASEMENT WALLS SHALL HAVE ADEQUATE DRAINAGE TO MCE PROJECT NO: 220051 FOS FACE OF STUD "' PREVENT HYDROSTATIC PRESSURES. FT FEET F ISSUE DATE 01.26.22 FTG FOOTING 1 CONCRETE Ill MIXING, BOTCHING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE SHEET DRAWING TITLE a AMERICAN CONCRETE INSTITUTE,ACI 318,ACI 301 AND IBC CHAPTER 19. GA GAUGE S0.01 STRUCTURAL NOTES • GALV GALVANIZED • Z GLB GLUE LAMINATED BEAM S0.02 SPECIAL INSPECTION • CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 0 GWB GYPSUM WALL BOARD CONCRETE MIX DESIGN REQUIREMENTS 0 COMPRESSIVE 51.01 I STRUCTURAL SITE PLAN I • STRENGTH AT MAXIMUM MAXIMUM U HDG HOT-DIP GALVANIZED MEMBERTYPE/LOCATION AGGREGATE co HDR HEADER 28 DAYS,I F'C SIZE W/CM RATIO o HF HEM-FIR S2.01 I ENLARGED RETAINING WALL PLANS I • ) HORIZ HORIZONTAL FOOTINGS 4000 1" 0.50 HSA HEADED STUD ANCHOR WALLS 4000 1" 0.50 HSS HOLLOW STRUCTURAL SECTION S5.01 CONCRETE DETAILS • HT HEIGHT 55.02 CONCRETE DETAILS • ALL EXTERIOR CONCRETE SUBJECT TO FREEZE/THAW CYCLES, AND/OR CONTINUOUS MOISTURE OR DEICING CHEMICALS, INCLUDING SIDEWALKS, SLABS AND WALLS, SHALL HAVE A MAXIMUM WICM RATIO OF 0.45 AND A MINIMUM COMPRESSIVE w ID INSIDE DIAMETER STRENGTH AT 28 DAYS,F'C=4500 PSI,AND SHALL MEET THE FOLLOWING AIR CONTENT REQUIREMENTS: o IN INCH CONCRETE MIX AIR CONTENT REQUIREMENTS INT INTERIOR CONCRETE SUBJECT TO MAXIMUM AGGREGATE SIZE CONCRETE SUBJECT TO CONTINUOUS MOISTURE w JST JOIST FREEZEITHAW CYCLES AND/OR DEICING CHEMICALS cc JT JOINT 3/8" 6% 7.5% 1/2" 5.5% 7% SHEET CONTENT K KIP(S)(1,000 POUNDS) 3/4' 5% 6% KSI KIPS PER SQUARE INCH 1" 4.5% 6% SHEET 1-1/2" 4.5% 5.5% L OR2L ANGLE OR DOUBLE ANGLE LF LINEAR FOOT THE AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260.ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO LL LIVE LOAD CHLORINE OR CHLORIDES. NO WATER MAY BE ADDED TO THE CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED LLBB LONG LEGS BACK TO BACK IN WRITING BY THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE APPROVED CONCRETE MIX DESIGN. LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE LONG LONGITUDINAL REVIEWED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. SHEET LVL LAMINATED VENEER LUMBER f� A LWC LIGHT WEIGHT CONCRETE O a U I STRUCTURAL NOTES: RECORD DOCUMENTS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED �� SPECIAL INSPECTION TABLES ON INFORMATION PROVIDED BY OTHERS. MILLER ♦_CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THEOFF ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION TABLE t AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR ��= REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS OMISSIONS THAT MAYBE INCORPORATED AS A RESULT OF Q+ INSPECTION ERRONEOUS INFORMATION PROVIDED BY OTHERS. SYSTEM or MATERIAL IBC CODE CODEor STANDARD FREQUENCY REMARKSaCIP REFERENCE REFERENCE Continuous I Periodicalit SOILS "TABLE GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF GEOTECHNICAL INVESTIGATIONS 1705.6 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 OF 1803" THE GUIDELINES VERIFY MATERIALS BELOW SHALLOW 'TABLE FOUNDATIONSARE ADEQUATE TO 1705.6 BY THE GEOTECHNICAL ENGINEER ACHIEVE THE DESIGN BEARING CAPACITY " ell VERIFY EXCAVATIONS ARE EXTENDED TO 'TABLE MI PROPER DEPTH AND HAVE REACHED 1705.6 " PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING TABLE PERTHE GEOTECHNICAL OF COMPACTED FILL MATERIALS 1705.6 ENGINEER TESTING OF COMPACTED FILL MATERIALS(SEE TABLE 5) MILLER 1803.5.1" VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING 'TABLE CONSULTING PLACEMENT AND COMPACTION OF 1705.6" BY THE GEOTECHNICAL ENGINEER ENGINEERS COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED ONO 9W Oak StI9&REAM FILL,OBSERVE SUBGRADE AND VERIFY 'TABLE Portland,OR 197229 THAT SITE HAS BEEN PREPARED 1705.6" 509248.1250 I miller-ae.eom PROPERLY. TABLE 2 I REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODEor STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous I Periodic CONCRETE 0 "1705.3 "TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; REINFORCING STEEL PLACEMENT 1910.4 "ACI 318: 3.5 X SPACING LIMITS FOR REINFORCING ACI 7.6 Z ACI 318: 7.1-7.7" PROTECTION OF REINFORCEMENT PER ACI 7.7 1901.3.2" "TABLE 0 1705.3 11 VERIFYING USE OF REQUIRED MIX "ACI 318: CHAPTER 4 X DESIGN(S) 1904 ACI 318: 5.2-5.4" III 1904.2 1910.2 1910.3" CONCRETE PLACEMENT TABLE "ACI 318: 1.32.0 X cc 1705.3" ACI 318: 5.9-5.10" VERIFICATION OF FORMWORK "TABLE ACI 318:6.1.1 X SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND . 11 1705.3" DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED TABLE 5 REQUIRED TESTING for SPECIAL INSPECTIONS TESTING SYSTEM or MATERIAL IBC CODE CODEor STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous I Periodic Z GEOTECHNICAL GEOTECHNICAL ENGINEER TO PERFORM 1803.0000 TESTING PER GEOTECHNICAL REPORT TESTING OF COMPACTED FILL MATERIALS FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY BY THE GEOTECHNICAL ENGINEER VARIES; PER THE GEOTECHNICAL 0 w 1705.6000 CLASSIFICATION AND ENGINEER I— C MATERIAL VERIFICATION TESTING OF BY THE GEOTECHNICAL ENGINEER C CONTROLLED FILL f fO 0 MATERIALS V CONCRETE w "FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED W AT THE TIME FRESH CONCRETE IS C SAMPLED TO FABRICATE SPECIMENS FOR "ASTM C 172 ONCE EACH DAY FOR GIVEN CLASS OF CONCRETE, OR NO c 'TABLE OL STRENGTH TESTS, PERFORM SLUMP AND 1705.3" ASTM C 31 X LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE,OR NO U) O AIR CONTENT TESTS,AND DETERMINE THE ACI 318: 5.6, 5.8" LESS THAN ONCE FOR EACH 5,000 FT2 OF SURFACE AREA FOR TEMPERATURE OF THE CONCRETE SLABS/WALLS.ONCE EACH SHIFT FROM IN-PLACE WORK OR ) w C FROM TEST PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 Q CONCRETE STRENGTH 'TABLE ASTM C39 X CUBIC YARDS. ""PRECONSTRUCTION TESTSAS REQUIRED PER j a 1705.3" THE BUILDING OFFICIAL.""" 1 I CONCRETE SLUMP ASTM C143 X • CONCRETE AIR CONTENT TABLE ASTM C231 X • CONCRETE TEMPERATURE 1705.3" ASTM C1064 X COPYRIGHT 2021 Miller Consulting Engineers, Inc. UNE IS2 INCHES AT FULL SCALE (IF NOT 2"-SCALE ACCORDINGLY) DRAWN BY: ADJ CHECKED BY: MCE PROJECT NO: 220051 ISSUE DATE: 01.26.22 z o_ E Er U to LL o LL I- Q ❑ cc SHEET CONTENT STRUCTURAL NOTES SHEET S 0 • 0 2 RECORD DOCUMENTS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED + st4 ON INFORMATION PROVIDED BY OTHERS. MILLERCONSULTING ENGINEERS, INC. HAS NOT VERIFIED THEOF ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR = OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF Q+ ERRONEOUS INFORMATION PROVIDED BY OTHERS. aCIP 10 FOOT DRAINAGE EASEMENTell SW ALBERTA STREET a ..,r, .,.,. .,.,.,. � MILLER CONSULTING ENGINEERS 9800 SW Oak St I Sotto 400 Portend,OR 197229 509.248.1250 I mlllerse.00m " CONAGA PARK " 10 9 8 7 6 5 4 0 a z S2.01 0 Q. I 1 111 fit. . 9 8 7 I LocesilloWAT ♦ Q - 16 ,J —IbEH. "YY I Il -AR OU I1 \ ! L A I I avi�� Z TL 900it 5 "'� I 1 v _ TL 600 V J 0 1 2 3 4 w W I Q O w o —3 o ec an• b ` VI a 1 h 0 I COPYRIGHT 2021 Miller Consulting Engineers, Inc. TL 700 UNE IS INCHES " WILLAMETTE PLAT 2 " AT FULL SCALE (IF NOT 2"-SCALE ACCORDINGLY) 12 11 10 9 DRAWN BY: ADJ CHECKED BY: _ _,,�*�1 • % MCE PROJECT NO: 220051 �-' ` l 1 ISSUE DATE: 01.26.22 1 I i C. 1 1 � SW JAMES STREET z 'N..> �.' 0 a) W o 0 cc SHEET CONTENT STRUCTURAL SITE PLAN N 40 1 STRCTURAL SITE PLAN S1 .a� 1"=40' SHEET S1e01 EQUAL bIJUAL RECORD DOCUMENTS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED �+9•t5 ON INFORMATION PROVIDED BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE r. ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION �1r/ Q AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR ��= OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF Q+ ERRONEOUS INFORMATION PROVIDED BY OTHERS. F'Qlql 9CIP 1.2 S5.01 a B/FTG:250 we T/FTG: 251 (1 • a I`ll MILLER 4.41, o a CONSULTING ENGINEERS 9800 SW Oak St I Sulte 409 o Portland,OR 197229 509.248.1250 I miller-ae.00m V1.2 55.01 TRACT A S5 21 © STORMWATER FACILITY 0 Z J 7 a Lu 1.1 SHEET NOTES: Q. S5.01 1. SEE S5.02 FOR TYPICAL CONCRETE DETAILS 2. SEE CIVIL DRAWINGS FOR GRADING ANDT/WALL ELEVATIONS W 250 KEYNOTES ,,,,�`^� O FOOTING STEP-SEE 2/S5.01CID BlFTG:251 T/FTG: 252 0 TBllFTG:FTG:250251 O WALL CONTROL JOINT-SEE 355.01 2511 el o 1.4\ LO S5.01 O 0 252 1.5 Z o 55.01 I Y0 t BlFTG:252 V 253- �11111 iTBFTG: 252 FTG:251 119 T/FTG: 253 0 C 400,, H C254 . / co Q 1.7 M1 f 1 S5.01 N 1 1 1 w 255 `� ,.'` 0 ~~~ 1.0 51.01 OL 5; LLI t7 OL B/FTG:253 th 256 1' Q T/FTG: 254 1 I= B/FTG:253 , T/FTG: 254 COPYRIGHT 2021 Miller Consulting Engineers, Inc. UNE IS2 INCHES AT FULL SCALE (IF NOT 2"-SCALE ACCORDINGLY) DRAWN BY: ADJ CHECKED BY: MCE PROJECT NO: 220051 ISSUE DATE: 01.26.22 z o_ E Er U u) W 1 ENLARGED PLAN S2.01 3/16"=1'LO" Lu a 0 cc SHEET CONTENT ENLARGED PLAN SHEET S2e01 I I #5 x 4'-0"DIAGONAL BAR IN O TNJALL PER CIVIL 8"COMPACTED SOIL CAP WALL CENTERED ON STEP \/A/A/A/A/A/A//�//A � �� r FIN GRADE .M J PER CIVIL MATCH SIZE AND jfl L� L(I LLI L� LI La �. , • QUANTITY OF FOOTING OP$645P+(2)'Q'BARS CONT. IIII 11IIIIIII I I I=1II=1 I IIIiI 'I. TOP REINFORCING AT TOP OF WALL rLLII I f1ILIALLll JEllil I I—llil I f—llll tLS,I I IL_Ll JLI�11� i J.I� _lam: ~ 0G BACKFILL PER HORIZ. BARS MAY BE c GEOTECHNICAL REPORT 1 CONTINUOUS ON SOIL SIDE OF 2" o o - WALL Q, f CLR. 1 TRANSVERSE REINF. PER PLAN �' CUT EVERY OTHER HORIZ. BAR AT JOINT,TYP. N.f \ LAP PER SCHEDULE,TYP. #• / BACKER ROD AND SEALANT F MATCH SIZE AND \. R e eo o e J j QUANTITY OF FOOTING `��/`/ WALL WITH DOUBLE MAT OF REINFORCING STEEL ell °o Co o0 0 BOT. REINFORCING V /\`�/``�/\\�/ a�v/ x/ x/ x/ x/ x/ x/ x/ co GC, Ce ce w ~ w o = v —L \\//\//\//�Q�4/'�/'�/'�/\/{//\//\/ ~ .:•ti.-.ti.-.-ti.-.-.:.ti.-.ti<•:•:•C.-.ti.-.ti<•:•:-.-.-.ti.-.ti<•:•:•-.-. MILLER / /\ OOa2 oo '•• =�=L FILTER FABRIC PER \/ y / .� O 1- a O eo , w GEOTECHNICAL REPORT %/� o • I CONSULTING Q z g U •o co -�'I—'�'—I I SURROUNDING ��\' ? . V J� m e LLS �LL=�LLI- GRANULAR BACKFILL I 1 x X CUT EVERY OTHER HORIZ BAR AT JOINT ENGINEERS Px' 'P' �' ao •o �_�= aJ •\\\ 1- BACKER ROD AND SEALANT 9800 8W Oak&I Sotto4tl9 0° -�_�_� W aMil \�/\�/ 1 Portend,OR 1972Z9 FIN GRADE ROUGHEN SURFACE • °o e r 'I' ul ;/;/� J WALL WITH SINGLE MAT OF REINFORCING STEEL 909 248.1240 I mlllerae.eom PER CIVIL BTWNPOURS •. 'e' o°0 15'I—'�1I-1�(— //�//� z_ — — — 7T-7 00 M u— ilir. • / / / /\/�/\\!\ \/ / / �'/ / 2H 2 I �— —III- !!!//// r -lll=ill=!I• (4'0"MIN. U.N.O.) -1 I !! . CL=lll_,„_,I, J I ,,• 0 "_� Mir 2 TYPICAL FOOTING STEP 3 CONC. RET. WALL CONTROL JOINT B/FTG PER PLAN , O v 8"MIN, GEOTECH 3"PERFORATED DRAIN PIPE S5.a1 z = = = =�=~�=In=�=In=�=�=�=�=�=� =�=� , .S5.01 3/4"_1'-0� 1 1/2"_1.-o" TO VERIFY �m `e `- - `� `e `- 'e `-frzea-zezezeze:`.`+ '+ ( SEE CIVIL DRAWINGS ifi�if.% n � _fifififififififififi .ififi� ' ( IMPORTED CRUSHED ROCK BASE O 1_ WIDEN EXCAVATION AS Gm COMPACTED TO 95% DRY DENSITY (QNTY.) 3" 2 REQ'D. FOR DRAIN SLOPE 'S'BARS CLR. RECORD DOCUMENTS AS DETERMINED BY ASTM D698 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED w 'C' B' A' ON INFORMATION PROVIDED BY OTHERS. MILLER . w 0. CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE {`.'/} p ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR < DETAIL H' OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. ommil NUMBER (APPROX) A B' C' D' 'M' P' Px' 'Py' Q' R' S' NOTES a EXTEND _j 55.01 5'-6" 5'-1" 8" 6" 6'-3" #5 AT 18"O.C. #5 AT 18"O.C. 9" TO TOP #5 AT 18"O.C. N/A (6}#5 SLOPING BACKFILL I'� OF WALL ® EXTEND Z 55.01 5''6" 3'-7" 8" 6" 4'-9" #5 AT 18"O.C. #5 AT 18"O.C. 9" TO TOP #5 AT 18"O.C. N/A (5}#5 FLAT BACKFILL OF WALL a EXTEND 55.01 4'-6" 4'-1" 8" 6" 5'-3" #5AT 18"O.C. #5AT 18"O.C. 9" TO TOP #5AT 18"O.C. N/A (4)#5 SLOPING BACKFILL 0 OF WALL � W 'a EXTEND f C 55.01 4-6" 2'-8" 8" 6" 4'-0" #5 AT 18"O.C. #5 AT 18"O.C. 9" TO TOP #5 AT 18"O.C. N/A (4}#5 FLAT BACKFILL V J 0 OF WALLI a EXTEND W w 55.01 3''6" 2'-1" 8" 6" 3'-3" #5 AT 18"O.C. #5 AT 18"O.C. 9" TO TOP #5 AT 18"O.C. N/A (4}#5 FLAT BACKFILL OF WALL 2 O 1.6 EXTEND (n 0 55.01 2 2'-4" 8" 6" 3'-6" #5AT 18"O.C. #5AT 18"O.C. 9" TO TOP #5AT 18"O.C. N/A (4)#5 SLOPED BACKFILL OF WALL w CL EXTEND > Q 55.01 2'-6" 1'-4" 8" 6" 2'-6" #5 AT 18"O.C. #5 AT 18"O.C. 9" TO TOP #5 AT 18"O.C. N/A (4}#5 FLAT BACKFILL — 0 CC OF WALL (- COPYRIGHT 2021 Miller Consulting Engineers, Inc. UNE IS2 INCHES AT FULL SCALE (IF NOT 2"-SCALE ACCORDINGLY) DRAWN BY: ADJ CHECKED BY: MCE PROJECT NO: 220051 ISSUE DATE: 01.26.22 z O_ E 1 RETAINING WALL SCHEDULEco W S5.01 3/4"=1'-0" w a 0 CC SHEET CONTENT CONCRETE DETAILS SHEET S5 . 01 Ld Ld RECORD DOCUMENTS Ldh E t. I ip —,tt. I41. THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED �O �� • NOTE 3 ON INFORMATION PROVIDED BY OTHERS. MILLER • �� CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE +�j ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION /L __ AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR �� 4= �O + --= r•_ ' ' ' se OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF i ERRONEOUS INFORMATION PROVIDED BY OTHERS. 94dbOR ASTM STANDARD REINFORCING BARS 2}td"MIN BAR SIZE NOMINAL DIMENSIONS al DESIGNATION DIAMETER AREA MASS CONSTRUCTION JOINT (in.} (in.'} (Iblh} OR FACE OF SUPPORT • • O41 #3 0.375 0.11 0.376 180 DEGREE HOOK a #4 0.500 0.20 0.668 #5 0.625 0.31 1.043 Ldh WALL INTERSECTION OF SINGLE WALL CORNER OF SINGLE AND #6 0.750 0.44 1.502 AND DOUBLE LAYER REINFORCING DOUBLE LAYER REINFORCING MILLER #7 0.875 0.60 2.044 a (1)VERT BAR #8 1.000 0.79 2.670 CORNER BARS AT CONSULTING #9 1.128 1.00 3.400 #10 1.270 1.27 4.303 CONTRACTOR'S OPTION Ld ENGINEERS #11 1.410 1.56 5.313n i 9800 SW Oak St I Sulte 400 a I N Ld1 jr• • • Portend,OR 1972Z9 #14 1.693 2.25 7.65k I 009 Z48.1280 I mlllerae.eom #18 2.257 4.00 13.6 r. ��"�5�� Jm �� 4111111 1.ASTM A615 GRADE 40 IS LIMITED TO BAR • , , SIZES#3 THROUGH#6 CONSTRUCTION JOINT • Ii" II 2. CHECK AVAILABILITY WITH LOCAL SUPPLIERS OR FACE OF SUPPORT FOR BAR SIZES#14 AND#18 90 DEGREE HOOK END HOOKS,ALL GRADESOFSTEEL 1 STANDARD REBAR DIMENSIONS �� BAR 18VHOOKS 9VHOOKS HORIZ BARS WI STD 90 HAIRPIN TIETO MATCH 7 D DEG HOOK OR CORNER L SIZE E J A SIZE AND SPACING OF S5.02 1 1!2"=1'-0" BARS TO MATCH HORZ HORIZ BARS #3 21/4" 5" 3" 6" WALL REINF STIRRUP HOOKS(TIE BENDS SIMILAR) #4 3" 6" 4" 8"#5 3 3!4" 7" 5" 10" HORIZ BARS WI STD 90 11 BAR D 90' 1356 #6 4112" 8" 6" 1'-0" DEG HOOK SIZE A A H' #7 5114" 10" 7" 1'-2" I„u #3 1 1!2" 4" 41/4" 3" #8 6" 11" 8" 1'-4" WALL CORNER WALL INTERSECTION WALL END #4 2" 41l2" 41l2" 3" #9 9112" 1'-3" 11314" 1'-7" #5 21l2" 6" 51l2" 3 3!4" #10 10 3!4" 1'-5" 1'-1 1!4" 1'-10" DOUBLE LAYER REINFORCING Q #11 12" 1'-7" 1'-2 3!4" 2'-0" #6 41/2" 1'-0" 8" 4 1!2" #14 181/4" 2'-3" 1'-9 3!4" 2'-7" (1)VERT BAR . 11 #7 5114" 1'-2" 9" 5 1!4" #18 24" 3'-0" 2'-4 1!2" 3'-5" CORNER BARS AT #8 6" 1'-4" 101l2" 6" HOOK DEVELOPMENT LENGTHS(Ldh)FOR GRADE 60 REBAR CONTRACTOR'S OPTION (2)VERT BARS 'H DIMENSION IS APPROXIMATE NORMAL WEIGHT CONCRETE,ft(PSI) Ld For#3,#4,#5-6db BAR I 6000 7000 I 8000 7 Ld or SIZE 2500 3000 4000 ALTERNATE HOOK 5000 DIRECTION ZFor#6,#7,#8-12db #3 9" 9" 7" 7" 6" 6" 6" 9 #4 12" 11" 10" 9" 8" 7" 7" � EEEP S #5 15" 14" 12" 11" 10" 9" 9" I a 1111=alli l i D #6 18" 17" 15" 13" 12" 11" 10" 0 w #7 an- #8 21" 19" 24" 22" 17" 15" 19" 17" 14" 16" 13" 12" C x1CzC-N z 15" 14" lik 1 (1)VERT BAR H O O Lj1 0 #9 27" 25" 22" 19" 18" 16" 15" (7) c HORIZ BARS WI STD 90 HORIZ BARS WI 180 DEG 1 1 1 w w A #10 31" 28" 24" 22" 20" 19" 17" DEG HOOK OR CORNER HOOK-SKEW AS REQ'D LIJ 2 (ci 2 BARS TO MATCH HORZ W ❑ i-co ❑ I #11 34" 31" 27" 24" 22" 21" 19" TO MAINTAIN COVER 0 WALL REINF z 4, Z #14 41" 37" 32" 29" 27" 25" 23" I' Q' I db = db #18 55" 50" 43" 39" 35" 33" 31" ` S2 0 NOTES: L�.I O 0 0 1. FOR BAR SIZES#3 THROUGH#11 ONLY: WALL CORNER WALL INTERSECTION WALL END Q D .4j Dadj a. IF CONCRETE SIDE COVER IS>2.4"AND END COVER>2",THEN A > a • MODIFICATION FACTOR OF 0.7 MAY BE APPLIED BUT THE LENGTH SINGLE LAYER REINFORCING CC H MUST NOT BE LESS THAN 8 BAR DIAMETERS NOR 6 IN. 2. FOR EPDXY-COATED HOOKS, MULTIPLY THE TABULATED VALUES BY 1.2. PLAN VIEW 135 DEGREE BEND 90 DEGREE BEND 3. BAR DIMENSION REQUIRED TO MANUFACTURE HOOK 2 STIRRUP HOOKS AND TIE BENDS 3 STANDARD HOOKS AND EMBEDMENT 4 TYPICAL CONCRETE WALL REINF COPYRIGHT 2021 Miller Consulting Engineers, Inc. S5.02 1 1!2"=1'-0" S5.02 1 1!2"=1'-0" S5.02 3!4"=1'-0" UNE IS 2 INCHES AT FULL SCALE (IF NOT 2"-SCALE ACCORDINGLY) DRAWN BY: ADJ CHECKED BY: MCE PROJECT NO: 220051 ISSUE DATE: 01.26.22 z o_ E Er U to w o Q ❑ cc SHEET CONTENT CONCRETE DETAILS SHEET S5e02 RIVERSIDE AT EROSION AND SEDIMENT CONTROL BMP MATRIX FOR CONSTRUCTION PHASES d i MASS JAMESTOWN E VILLAGE PLAN FOR SITES 1 TO 5 ACRES GRIMMt CLFARNS INaALLATEN UCTI]I STAUTY STREET BIPATON o IM PRESERVE NATURAL VEGEUTrN "X X X X X J co GROUICCOWR x x 0 J S /� InxwucaPPuoNnoNLs X = f SW tansdawne3 RABIC LTt&IING X x X X Z Z a D STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES DUST NG x x x x x = a TNPMARWPERAWENTEEmING x x x ~ o a1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESOP IS A aIIISFA _ N - a (..' VIOLATION OF THE PERMIT. OTHER W ' Z ❑ PROJECT 2 THE ESOP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE t�IEtwnn D a SITE tls�s Little Ones Early® THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPUCABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS am teNrE(PazMLtLtq x x x x x O 0 are and Education 3. SUBMISSION OF ALL ESOP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY emMrxTPaxE(PERM tI x x x o m REVISION TO OEQ OR AGENT. STRAW Warn s W 0 3 SW F. „ s; 4. PHASE CLEARING AND GRADING TO THE MAXIJUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. FLTBfl1 rr 5. IDENTFY, MARK, AID PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARAN ARAS AND VEGETATION INCLUDING IMPTANT 1HhLb AND ASSOCIATED INLETPTECTIGN ^x x x x x Lf •/ ROOTING ZONES SLAT VEGETATION AREAS TO BE PRESERVED. IDENTIFYEA VEGETATIVE BUFFER ZONES BETVIEEN THE SITE AND SENSITIVE AREAS (EG, WETLANDS), UDRIENTT Z w AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. >®NsrrlR,w � _ 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS 'WHEN PRACTICABLE BEFORE AND AFTER GRADING IAMM BUFFER BIgl4+GHL6ff OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. one a m p 4 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN trMtxrtbtneOt d IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING CaCTtaucroNINF VCE ^x X x X SWJarnes St to PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. FIFE SLOPE GRAN 8. ESTABUSH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A FIT OR OUTLET PROTECTION LEAX-PROOF CONTAINER- HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. SLIFFIC£ROKIFBNNG N in `TN'i 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABIUZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL QEC WM I n ROADWAYS INCLUDING GRAVEL ROADWAYS. � �. A/j tO m G 1D ESTABUSH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NCO-STORMWATER CONTROLS. paunpNPRBOMON N r9\ d� c:t 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL PROPpRSONME x x x x x UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BLIPS MUST BE IN RACE PRIOR TO LAND-DISTURBING ACTIVITIES. NRYfhnEuwr x x x x x 12 WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAM LOADS ON SHE a ILL?O1 OW X X X X X Marion Si SW Marion St So: 13. USE BOPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; GgIGRErgMVSHolrzFF1EA x X `. \ (c/ . OTHER CLEANING AND MANTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL. HYDRAUUC FLUID, AND OTHER OILS FROMCC anst y VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. J 14. IMPLEMENT THE FOLLOWING BLIPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND �Sg�GpN,NIFlEEgg ApplTlpNq� gMPS REQ�1IREp FOR WpRK WITHIN 50' OF WATER_OF THE _STATE. 7� �i .el PROPER DISPOSAL PROCEDURES SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE N'+SIGNIRS IMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY ,• y' Sevin's Da CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPUES. sxtla,nwtn ,<9 Preschool 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID HIND-BLOMM SOLI.. REFER TO DEQs GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF - = sV/Horloy/' ��N tea` f 16. ofSAAPPLICATIONIE WATERS. EXERCISE CAUTION M14HEN ATE OF FERT1LIUNS USED TO USING E RELEASE SH nFERTIUZERS WITHON MUST IN FOLLOW ANY WATER MANUFACTURER'S RIPARIAN ZONE RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES AVAILABLE BMPs. s,. 3 J/ 17. IF A STORLIWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS �r EMPLOYED, SUBNNT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, NARRATIVE DESCRIPTIONS K VICINITY MAP NOT TO SCALE NORTH J DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT STs'S. OBTAIN PLAN APPROVAL BEFORE J/ OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. EXISTING SITE CONDITIONS J la AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO O SURFACE WATERS OR CONVEYANCE SYSTDMS LEADING TO SURFACE WARDS UNDEVELOPED HELD WITH SEVERAL TREES. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL DEVELOPED SITE CONDITIONS I- 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGNHL AND BEFORE BLIP REMOVAL 9 LOT RESIDENTIAL SUBDIVISION WITH ASSOCIATED STREETS AND UTILITIES. 2 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FF1Y PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED - f/rrf 11 SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE FOR MAJOR ACTIVITIES 0 w 23. YMTHN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMIEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE (., i7 ---_-_-_- - - AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE CLEARING AND GRUBBING (JUNE 1 - JUNE 30) Q SVv ALBERTA STREET PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. - - _ - - - - 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST - MASS INSTALGLATION (11ONJULY 1 U JULY - 2 BE USED TO CLEANUP RELEASED SEDIMENTS. - UTILITY INSTALLATION AUGUST 1 - AUGUST 31 LL 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT - STREETINALAND UTILITY (COCTOBER 1ON OCTOBER 1 -SEPTEMBER 30) w VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS - FINAL STABILIZATION (OCTOBER - TOBER 31) S z BECOME STABIJZED, UNLESS DOING SO CONFUCTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT SITE AREA (105,498 SF) - 2.42 ACRES - I " RETAINED BY TEMPORARY BLIPS ON-SITE DISTURBED AREA (105,498 SF) = 2.42 ACRES 0 0 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST OFF-SITE DISTURBED AREA (0 SF) = 0.00 ACRES LL H BE IDENTIFIED ON THE PLANS. TOTAL DISTURBED AREA (105,498 SF) = 2.42 ACRES Ili ~ 11' .. 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL LLI > z BMP I.E. (FILTER BAG). SITE SOIL CLASSIFICATION Qa LLI Q o 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE NET WEATHER PERIOD, OCTOBER 01 - MAY 31. I I - . I 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE DR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE - 118; CORNELIUS AND KINTON SILT LOAM; SOIL GROUP C z I Q w 1 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE AD01110NAL EROSION Sy" H 0ADLEAF TER. I AND SEDIMENT CONTROL BMPS. ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL ALL FILL MATERIAL SHALL BE GENERATED Q w O ON-SITE FROM GRADING EXCAVATION AND UTILITY TRENCH SPOILS. - LL C - - l I I RECEIVING WATER BODY O 1 w Q I NEAREST WATER BODY: SUMMER CREEK 1Y 0 > w . , ..,..r.„„. I LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES W V r( SW JAM ES STR EET - 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX rn n en "' - _ _ MUST BE IDENTIFIED ON THE PLANS. RATIONALE STATEMENT ° ° a - - ,_J I` 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. 1200-ON PERMIT APPUCATION AND ESOP GUIDANCE DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS w EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN 0 0 Ell 0 \\` 9 APPLICANT/OWNER ENGINEER/SURVEYOR BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS, m TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE r. 4 cc /\ RIVERSIDE HOMES PIONEER DESIGN GROUP, INC. PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP, AN ACTION PLAN WILL BE m 2 2 15350 SW SEQUOIA PKWY., SUITE 320 9020 WASHINGTON SO RD., SUITE 170 a SITE MAP NOT TO SCALElip NOR SUBMITTED. .. g PORTLAND, OR 97224 PORTLAND, OR 97223 )4. o 6 d a PHONE (503) 645-0986 PHONE: (503) 643-8286 Z 0 = 3 Z aI CM CONTACT: NIKI MUNSON CONTACT: LUKE LAPPIN, P.E- INITIAL °e 3 d ° ^' "' 4 a a a cc o. xo as en N PERMITEE'S SITE INSPECTOR INSPECTION FREQUENCY SHEET INDEX o COMPANY/AGENCY: PIONEER DESIGN GROUP, INC. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE EROSION AND SEDIMENT CONTROL PLANS N 1200-CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN N LUKE LAPPIN SITE CONDITION: MINIMUM FREQUENCY CI�a PHONE: (503) 643-8286 DEVELOPED TO FACILITATE COMPLIANCE WITH THE 12O0-CN PERMIT P7 EROSION AND SEDIMENT CONTROL COVER SHEET 8� IN pp E-MAIL: LLAPPINCPD-GRP.COM 1. ACTIVE PERIOD ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE. REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE DESCRIPTION OF EXPERIENCE: EXTENSIVE EXPERIENCE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS P2 CLEARING AND DEMOLITION INSTALUNG, MAINTAINING AND INSPECTING EROSION WITHIN 24 HOURS OF ANY STORM EVENT. INCLUDING RUNOFF PLAN, CONTROL FACILITIES. COMPLLIL) REQUIREMENTS FOR FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE. EROSION AND SEDIMENT CONTROL PLAN ri CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) LOCATES (48 HOURS NOTICE REQUIRED) a ON JULY 10. 2020. CESCL ID* 80268. AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER P3 GRADING, STREET, AND UTILITY CONSTRUCTION Z a STORMWATER RUNOFF IS OCCURRING. ONE CALL SYSTEM 1-800-332-2344 0 9 co El • (GENERAL TELEPHONE, NORTHWEST EROSION AND SEDIMENT CONTROL PLAN ~ c� 2. INACTIVE PERIODS GREATER THAN FOURTEEN THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS NATURAL GAS, PORTLAND GENERAL J PROJECT LOCATION IN ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN ELECTRIC P4 VERTICAL CONSTRUCTION cD 6 (14) CONSECUTIVE CALENDAR DAYS. SECTION 2.2.20 HAVE BEEN COMPLLILU TO TWICE PER MONTH ) 5 g E Lu NORTH OF JAMES STREET, WEST OF SW 121ST AVE. FOR THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS REPAIR EMERGENCIES EROSION AND SEDIMENT CONTROL PLAN m g o LATITUDE: 4-5.425615 APART, THEN ONCE PER MONTH. a LONGITUDE: -122.802837 NORTHWEST NATURAL GAS - 800-882-3377 P5 EROSION AND SEDIMENT CONTROL DETAILS (Q 8 g c' 3. PERIODS DURING WHICH THE SITE IS IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR CENTURY LINK - 877-348-9007 Q r INACCESSIBLE DUE TO INCLEMENT WEATHER. DAILY AT A RELEVANT DISCHARGE POINT OR DOWNSTREAM PORTLAND GENERAL ELECTRIC - 503-464-7777 P6 EROSION AND SEDIMENT CONTROL DETAILS PROPERTY DESCRIPTION LOCATION OF THE RECEIVING WATERBODY. COMCAST - 888-824-8264 CLEAN WATER SERVICES - 503-681-3600 w TAX LOT B00 (WASHINGTON COUNTY TAX MAP T2S R1W SEC 4. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY TUALATIN VALLEY WATER DISTRICT - 503-848-3000 •�041_Z��. 03CB) dL JAMES STREET ROW, LOCATED IN THE NORTHWEST ACTIVITIES ARE SUSPENDED AND RUNOFF IS SUSPEJJDED. IMMEDIATELY RESUME MONITORING UPON THAWING, VERIZON - 800-483-4000 !(ef of 1/4 OF THE SOUTHWEST 1/4 OF SECTION 03, TOWNSHIP 2 UNLIKELY DUE TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. FRONTIER - B00-584-3384 � 14P•AESTU6^JNEVILL:,GL o SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF I ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES _ 0 10 No. TIGARD, OREGON 5. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. 131-079 C) ACTIVITIES ARE CONDUCTED AND RUNOFF IS MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR THOSE RULES ARE SET FORTH IN OAR 952-001-0010 Type ENVIRONMENTAL PERMITS UNLIKELY DURING FROZEN CONDITIONS. WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF VGI(VEERIp1G Ds THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE hie ir i DSL N/A NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER ISCc Sheet GCE N/A (503) 232-1987. P1 COT CASERLE #SU82021 -00005 O. i LEGEND 0 I - - - RIGHT-OF-WAY LINE IN - - - BOUNDARY LINE6 EXISTING LOT LINE ^ 7 J c" 15' COP OUTFACE - - - J$ 2 IE=±220.0 - CENTER LINE Z aZ a 0 PIPE SLOPE=19.3% SD Sp- STORM DRAINAGE LINE 00 U -XSS XSS- SANITARY SEWER LINE _ IL ® EX. SSMH -xw V1 gi xw- WATER LINE - 0 ATYPICAL STORM INLET -XC XG- GAS LINE I� Z a PJMITC=225.05, GU-ITER/1E=±224.0' (LADDER SOUTH) 0 UNABLE TO DETERMINE PIPE ` PJM=±242.8' EX. SSMH XCOM COMMUNICATION LINE (§ � Ft'; OUT(E}=±242.8' P ELEVATION OUT , fr (LADDER SOUTH} Il��r v,- XOt-� artnXOrr- - CCI %IIH n(xi- �: • .,. -XOH XOH- OVERHEAD WIRE III 4� X, g X X- WOOD FENCE[AS NOTED) W/J • S _---20t---_ EXISTING I' CONTOUR1 • SWAL= P:TASTPE_ET • w ----240---- EXISTING 5' CONTOUR /� ATYPICAL STORM INLET I \ 1 , \ \ \ �� p ` V RIMITC=226.10, GUTTERIIE=±225.1' / �• in Yrnu Yrnu UNABLE TO DETERMINE PIPS/ I M - -4. Xw xw - - - Xw xw - 3 Sw ` Y 4.• �X - •w - - xw xw�xw Xk XW- xw xw XW `Xw-MY Xw= ers CONIFEROUS TREE DBH .. a ass - - e DECIDUOUS TREE (DBH) d ELEVATION OUT - I - - - I /_ '-» • I I I '*0 1, I z�- I 1 ,- EXISTING TREE TO BE REMOVED Ctl I I I : /4.• (.;I" I I I ^�_ j I I i• EXISTING SLOPE DIRECTION Y 4 rtS N v C pI - x X- SEDIMENT FENCE (PERIMETER) 0 etasnxa " �xmxa a eua% ' eUSNI I I xx lot- SEDIMENT FENCE (INTERIOR)`I '•. A I I I -o-o-o-o- ORANGE CONSTRUCTION FENCE 7 . o °;.•`' �' • , 5AIN ATERGALION ,;'re' w ,. I "AINWATER TANK - �-• I i i/ �.w.w. CONSTRUCTION ENTRANCE * * _x I I Q7 t'YI e I I I W I I l *' I - xx # ZO _,,-,. / / ...- ---•7 __al 1 it T 1 STOCKPILE LOCATION 0 : 2 .._..,, ,.. s......„ , ....„-, . ....„ ...... _ , ,.. .., ,_ ...,„ Or ...- -s ' �J CC 3/4 -/ )IC f X --,"" ..--------- . 1), LIEL viimu ... �i ! ../ g - / -^ y �', z ® 0 J� PROPOSED INLET PROTECTION = = Q p5,- �„/ r.r / PROPOSED STAGING, EQUIP. MAINT., O n LU / ^' . / / it~' •" "'\ - ~ - - // /'". © ` " - ' I ak." �! FUELING, PORTA-POTTY AND SOLID'"W r e. / r . // r 2Qp_ �Y IWASTE AREA p� U :tLU ��_.--- �`_'_�-' /�- _�� --- -' 3 DEMOLITION NOTES H Q o _XX , . �j[ v- �_ _ . �..," ��_ �� . r_ l iC /' O ''i1 ,fix ,© / ,�x. W Q c, _ /t • r�i - -�19Q ��.r,`�4.'�'��`T�� r se--:de° N /71: --- ' +. I EXISTING CONCRETE TO BE REMOVED. LU O Sat i ��` ;n� //�� t �'�;�'��:�'��+� ,- /r-� � EXISTING FENCE TO BE REMOVED. W 6 w Q � i iC - XX XX x ! ; ..;::::111:.: 017.': "-- o 3 EXISTING METAL POLES 1 PLAY EQUIPMENT TO BE ... ; y /i[ati---•'' /O _ •. _ '��• �. N. 0 / `� aJ r 4 REMOVED. U H / .`CpF •latiat..e.- 919 .n _. ) r ''. ., r --.-/ N89.49'08"E 120.97' x �e n:; ='..�. - -2� I 4 EXISTING MAILBOX TO BE REMOVED. en ITI It FB9- sl X�y(� OW- �lllt ro ` t / pt O5 EXISTING CULVERT TO BE REMOVED. ?� V / de .y �� J 0 EXISTING RAINWATER TANK TO BE RELOCATED. al fa Ca W - " _ ---1 _ al/I BUI I O7 REMOVAL OF OFF-SITE TREES AND TREE LOCATED ON I I I r, �X 1 PROPERTY BOUNDARIES REQUIRE PRIOR WRITTEN -1 m s a a 1 \ -". j ';v I CONSENT OF THE OWNER. J ° Z ° ,,..- .Y` / ' - %^,• SS EXISTING TREES TO BE PROTECTED �S' ate' o ai d I \ /a.a I EX. SSMH u DURING CONSTRUCTION. d z 0 2 o f ��/// RIM=267.2'±r I a MT n REMOVE EXISTING STORM LEAD AND e`_o ° d d a all o I SSMH 2' PVC M. % � n w 10' IN(lN)=254.85 V NONSTANDARD STORM INLETS. d 2 d Q `o d ,en N I I -' PVC �41,.iy { - - - - - - 10' OUT(E}=254.65 c c cc a x > r. RIM=271.1'± �'S:-+S+ , EXISTING WATER METER TO BE RELOCATED AS r r.� • LADDER SOUTH 10 co I 10' IN(W)=259.1 it . 741-E2416' ,,1 NECESSARY. CONTRACTOR TO COORDINATE WITH N ram, arylt',1 -�__ . _ _ 0 10' OUT(E}=2 8e81 "'' - HOMEOWNER AND PROVIDE 72 HOURS NOTICE BEFORE e' % IIEX. 72 0'+i LADD - I H ,. - -• ;;/ar ' X''. XSS 3a6(�STREFIRSS XSS XSS SS?+ XSS 9p- RELOCATING WATER METER. PRE-CONSTRUCTION, CLEARING, T(E}=259.75 \- /# fl 11 LOCATION OF EXISTING WATERLINEISAPPROXIMATE. INDER SOUTH f cg ,c...-- -. ' ..�; «tea" c� .� ~ .•r^� !Y s CONTRACTOR TD FIELD VERIFY WATERLINE LOCATION. Z Fa p 1 AND DEMOLITION NOTES e,.- aw_ . �y :.__-:. t v .?�lYii µ31yi/. ti. .yy:. p r (- 1 .. i Y 7 "_ •, ktti i^` .-e_r.,i.7`.•',Pn:`.i"::.'.w�0�'jP::i t 4 / l4N�f - G51� t, r; tti'.� - - - - _d O EXISTING OFF-SITE RETAINING WALL TO BE DISTURBED c Y «. :. 12 DURING CONSTRUCTION. CONTRACTOR TO REPAIRMill u 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION / _ . e N ENTRANCES, ETC) MUST BE IN PLACE, FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. . //I ' 6' D.I.P. fl PRIVATE AREA DRAIN WALL TO EXISTING CONDITION OR BETTER. TAKE a COMMENCEMENT OF CONSTRUCTION ACTIVITIES. RIM=±271.1' PICTURES OF WALL BEFORE AND AFTER CONSTRUCTION i Q z �' T' /' 2' PVC OUT(lh/} FOR VERIFICATION. ❑ �{ 9 0 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, / r r 12' PIPE :4 > PIPE 13 INSTALL INLET PROTECTION PER CWS STD. DWG. NO. 015. I- c1 1 ie CHIPPIINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 1' / IE=±269.4' c� -XW X� IE=±270.4' - 911 6 lE W 4' D.I.P. PIPE (3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS NOT ACTIVE} IE=± 0 INSTALL OUTFACE PROTECTION PER CWS STD. DWG. 0 270.0' ND. 915. �2 Q SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER 8' PIPE m Z THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE IE=±269•8' CO Q - CONSTRUCTION BARRIER. a ° m 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR - THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, w STREET SWEEPING,AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ProJed co r 14..1vI EST OWN E VILLAGE oi 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL N r-k---) 4,0 _ SGALE No. o CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE, BUT ARE NOT LIMITED TO, 0 20 40 c� SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, DIVERSION DIKES, SURFACE ROUGHENING, BANK _ - 131-029 STABILIZATION, AND DRAINAGE SWALES. - - - Type Ul �� Sheet i INCH = 40 FEET EfVGIfVEERIfVG m `WET WEATHER' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 315T. 8 THE ANTICIPATED CONSTRUCTION SCHEDULE FOR THIS PROJECT SPANS FROM MAY 1 , 2022 TO OCTOBER 31 , P2 �22 COT CASEFILE#SUB2021-00005 LEGEND fl % U m ---- 171---- EXISTING 1' CONTOUR da IN ---- 175---- EXISTING 5' CONTOUR I'L^ W J ai 171 PROPOSED 1' CONTOUR V $ • Ja 2 175 PROPOSED 5' CONTOUR Z " Z 0 '1� 2 2 �.\ x x SEDIMENT BARRIER (PERIMETER) V I a /r` / - - - - - - - - - - - - - - - - - xx SEDIMENT eg - 0 w • POST CONSTRUCTION BARRIER (INTERIOR) I W • Z :::: ... ..... ..... ........... ..... �....t..... :::::..;;.. ..... ...... ;..s .aL� rr t r..........r....................................................... d tS t f:::::Y::':.:. ::'{ : ::.{L.„.. / k „. „.. „....... ...... ...... ..... ....„.... „„. .„.. „... ..... ....„„.......... ..... ..... ........::s' : :. :::::::. : ::: : PROPOSED RETAINING WALL / XW XW XW XW X i xW XW XW XW alxw xw xw XIM xw oc, E- PROPOSED FLOW LINE Ill 4 i-f T .........4 �.� ��004, PROPOSED CONSTRUCTION Z R 5± ,, tfI • •••f•••••• ENTRANCE • •' f l r im xX . a PROPOSED STOCKPILE LOCATION I I I I I I Y:` 4 M I 1 I •* „I . I 1 06 Tw:no.la , _ PROPOSED WALL HEIGHT a ; F0:16B.7 1 TYPE 4 INLET PROTECTION ib J o I 1 I . �4 I I I I I ' _ f J J CO"- - ��* r_ yQ 1W; .5 PROPOSED STAGING, EQUIP. - J IY / 'S W MAINT., FUELING, PORTA-POTTY l' / 2�"/ / / r' -- r Fe2515 „ c F3:251.5 - - - - efr41„rxr • X �1ta EK:H] AND SOLID WASTE AREA Z .. / f:ri ,•ry j s^ r r f454� .. it`a -t-.V r r Ar A"' t - .Ar ri ti.� - .r-• Oar Tr(II'.>6.Jr - Wc (r r PROPOSED CONCRETE G ifiA' r i4 J 1 t� _ r 7W:258.5 ••' _ r. , y/ / 1' • I I WASHOUT LOCATION Q / r' ' / .•- ,,.FG:251.5 , --- , .•.. alf r r .. 1 r;_ 'Crfi J 1 I-- ii`' // // I r-•r' / I) I�--" "1��-�;' TW258.5•` �- i Qj L��J IA i / i 2y5' 1 r 6 -' ---/ ✓ r- GRADING, STREET & UTILITY EROSION _ _ I - / / _Lt 2 - ycr _ r lYY:256.0 I, s ! TW258.0 / cii -� %i PROPOSED TEMPORARY SLOPE Z • ' % _ k7� _ �. -FG:256A . _ f FQ:255.0 �' /g� �/ // AND SEDIMENT CONSTRUCTION NOTES I : . .1' % ::- -: �_: - :•::- >4r�,.- �ff� STABILIZATION MATTING _ W 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE d0 267 ,- •_.,• ,, -;; " , ?-.•• li*I,.-..• \ --i .::� J ...�: ::::••r.:..::.:..rI ..:v..... ' -'-` - w`. . .-.•-'tr:... 4�.r •• - r 5 -0-0-0-0- TREE PROTECTION FENCING J FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: I •- - _ •-•-•- --- _ r' : : :}::-:Y :}:} BRL7Rbt1"Ai;�1"RRAt"E:-�: .. . _ .: _ ___ ' 441 = 0 5 A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR ............ _�OOOa:� �•............ . ... / .� ` W APPROPRIATE MIX. s i ;•:'a,."•.:..•.N- •:•% -_- ‘ 9'J Z • r B. DWARF GRASS MIX(MIN. 100 LB./AC.] . . __ .......... a.•.•..o•.•_.!.!..•.�.•'S-'!•:.•.•.�w _ _ .ee._.e_ae_•o .::•..••seeo.•.-•.._.ee .- - -::- .^� _ _ 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) is_ �_ ![►'� �1 ',t ~1 /� W Z 2. CREEPING RED FESCUE(20% BY WEIGHT) ;,:�• wJ'- .r ,. 1 'Y//I� EROSION AND SEDIMENT 0 C. STANDARD HEIGHT GRASS MIX(MIN. 100 LB./AC.) 1 -- --. - -- �••�'`si �_�f 1j1 I ;. _ _ '�''''� CONTROL BM P IMPLEMENTATION a w 1. ANNUAL RYEGRASS [40% BY WEIGHT] _ l �� , _ ...N.....- R•.,I '` 2. TURF-TYPE FESCUE(60% BY WEIGHT) �,+� �.�� V ` :r: :4 4'; Z 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE • Pi I / ti�1` I 'r r ��+�•�;�♦±n �' q� fie •:':e rr _ � 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER V Q CD --..'�i, SEDIMENT CONTROL, GRAVEL CONSTRUCTION W _ ¢ LLI W ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. • r O�.• - o y_ , SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. ii r �- �b .•.. �• I , ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND Z CC ,'R r \R' r . / APPROVED IN AN INITIAL INSPECTION PRIOR TO •'• _;,rnFr- '�, �Y/iillr9r i�rlirl:?r �L' + -t /' �.-w 1 _ •••• -I II ' 0 :may a.%;Ars � �4 ' .A :-7 I� �y COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Q 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF , t '.�- ��= , ,�„< ` t s. J S y SIM�� S �y L. Z Z PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. - - - I F r -1 }- �� ' ' i• ' - 171 d i �i� - I I) ` / 2. ALL'SEDIMENT BARRIERS (TO BE INSTALLED AFTER Q W Q 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE COVERING EXPOSED SOIL WITH I jI / GRADING)' SHALL BE INSTALLED IMMEDIATELY FOLLOWING r�r^. >_ {) PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. I 'der* �, •_1 0 ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON IV V V E I- 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND I \- THESE PLANS. CONFIGURATION. DURING WET WEATHER PERIODS, STOCKPILES SHALL BE COVERED WITH I I:: 4' / N R N PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER I �e v 3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING §. § a OF THE STOCKPILE. I :J: t-` I 'MATTING' SHALL BE IN PLACE OVER ALL DSPOSED SOILS .. ` BYOCTOBER1 . 6. DSPOSED CUT OR FILL SLOPES SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY 110\ d 22 SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT 1 ` ++I `/ 4. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY p p p la FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES E(CEEDING 25% MAY I '."'. I FOLLOWING PAVING ACTIVITIES. REQUIRE ADDITIONAL EROSION CONTROL MEASURES. v- I 6�P, �N. r a 1:1:::: 5. THE STORM WATER FACILITY SHALL BE CONSTRUCTED J u Q7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING ••rl AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM M e zTHE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER /\�! ; - _ .+d �� :rr:' - - FUNCTIONING AND SITE PAVING. �� .0 5iAPPROVED MEASURES. I i sa�a®l� may- •• • \_ '; T d w_ o N' 2 u m il w_ m fl / Lr fir, s+; ... ::::::::............ e w 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ® .wad,-,;, e e 3 c"i ' . 4/f all CV .r... "r a'r'-'::::::::::: :.: : : : : : : : : :: : : : : : : : : : :rrrrrrrrrr:: : NOTE:THESE EROSION AND SEDIMENT 1 3 •01 •d N CV MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT I �, """ ' _ '� •o it R o LIMITED TO, TIRE WASHES, STREET SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT � • -•"'• -• CONTROL PLANS ASSUME'DRY'WEATHER' 01 cc 0. xd ° d M ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ••••:t' :",a>, ,.�, C-T;;;i: •• -•-,,. CONSTRUCTION. 'WET WEATHER' Y . N • • •• � • • • •"''J'.o'"' �`F�S{ ,C`',•',;u.��j! 'fi:'='X`>3"+.'% CONSTRUCTION BMPs NEED TO BE APPLIED .............. CV 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF BIOBAGS OR - - - - - r r �® ..:. .:::. _r -- (- r =+�:'-•r r =��• - - BETWEEN OCTOBER 1 AND MAY 31 . �' ...... ......... CV OTHER APPROVED INLET PROTECTION SYSTEMS. ALL INLET PROTECTION SYSTEMS ARE TO BE - - r'` ►::: _ r •- .� --- . •. c�fi REGULARLY INSPECTED AND MAINTAINED AS NEEDED. �• - - ' . :-:�` • •- 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS / TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. - - - - - JZ 1 iW ..iic! 1 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT - � .-- r- DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE I - c] WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, - - - - - - - - - a SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. CI 0 9 a a 12. SWEEPING FROM DSPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE I- If c] STORMWATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. -I 92 6 05.LL' 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER m a14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM CO d ❑ c REACHING DISCHARGE POINTS. a m15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK g o COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. c pro-ed JA('a1 EST 0 U1 I E VILLAGE O 40 rTh - - o 20 40 Na13s-oz9 THE K,.._:_) i INCH = 40 FEET ETVGITVEERITVG a)oSheet co COT CASEFILE#SUB2021-00005 P3 LEGEND fl % U m I'L^ ---- 171---- EXISTING 1' CONTOUR da IN ---- 175---- EXISTING 5' CONTOUR W Ji 171 PROPOSED 1' CONTOUR V . Ja 2 r 175 PROPOSED 5' CONTOUR 'Z�R t' 2 0 0, - - - - - - - - - - - - ` - - - - - - z x SEDIMENT BARRIER (PERIMETER) V 2 4 iF I �ll :` t � m m 0 Pi 4 =rti , , F -xx POST-CONSTRUCTION SEDIMENT 0 i� 1....pp..... ......f..... ..... ...... yy.... ..... ..... ..... ..... ....,/.'..::':::::I'.......... ....... .. .':.": '..:::::::::::::::::::::::::::::::::::::::::::. BARRIER (INTERIOR) "��«;.M1? : :::: .. ..... ..... ..... .....f..... ..... ...... .....(..... .....(........... .....F.... ..... ............. ....� .:?tBEFfF/> TREE`F::::::::::::, ....................................................... z.,s. ......E.......:::1'::::t......t.:::: ::::. ':::::::::::j.....f:::::':::::'::::::'::::.LL'::::�'::::\'::::�'::::�'::::: ':::::`':::: '::::::::`•:'::::::::::::::::::::! :::::::::::::::::::::::::::::::::::::::::::::::::::. . . . . PROPOSED RETAINING WALL O g 1f , , ..� �.. ® ® ram-.. lJll ......®........ ..®. w o c`' i m ,/ 9W / - - . - - - - - PROPOSED FLOW LINE W T T . . . . . g I 1 1I �'= ' *..4.,. , !, I I ��s�s�� PROPOSED CONSTRUCTION Z g 1 a lI �.4+41:a+44 ENTRANCE r I xx xx d I { ri:e ,... PROPOSED STOCKPILE LOCATION cN I I I I f I I C_,x )Fr i .'" ' \TW:170.6 PROPOSED WALL HEIGHT gar ' F(�:188.7t -.s = 0: g lii, cc .� \ ,k_ I I /�' I it TYPE 4 INLET PROTECTION /�. J o '� - _ r" PROPOSED STAGING, EQUIP. - - - - l /� /!!� _��2bQ� -_-- _ - -- - - Li ,,.., _ ) am"\ MAINT., FUELING, PORTA-POTTY Lt�7� op .�� r , AND SOLID WASTE AREA oil ,p \c I ,,.-' ) - Ir CI " / % < i IPROPOSED CONCRETEO ! ,.. ( // -i ■ J : : • , I - . - I II. ...:'• 'L'1� I L _I WASHOUT LOCATION ri r flak/ _ , i *s!*i� i��iF / J J , / �L° / ' / PROPOSED TEMPORARY SLOPE W / :s a:•:! :tx.t„xt: :•:-xt7t7.;,; - t:t, a::c•.•::...•ram::::::s%::•:•:•:• :4. ►. / / Z EROSION & SEDIMENT CONSTRUCTION NOTES I �� = '. -'� y +� %�:;. . �.•: /,�;.j STABILIZATION MATTING w 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE 'r:=:=' ": '-CN Ba r' .'Cti / % rj „JI Q FOLLOWING MIXTURES UNLESS OTHERWISE AUTHORIZED: '"'" . ..,__,_,,,...r:::::,,._.::-:: - - .r - - - - - ..."�. -.. .� -0-0-0-0- TREE PROTECTION FENCING J 260 ... ?;::•. _ I I V J - . _ .................. .. .............. A VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR ;+ '•` - ,....r...r irk .�►4*� av 6 /-� D 0 w .. ........:.-..C.:...;:;51:t.- ....-.:::::._.-.....t. -t,:c. : -. 1t.............. IJ STRAW WATTLES APPROPRIATE MIX. :: :• ::8:: ::s•..eeeee.e.,•..,ee...a_•.:.•...oe:_.e._.eoeoe.•..ee_.voee•> .ee_.e.e..._e.,•.•.e... - '••�o.� L�B� / - Z B. DWARF GRASS MIX(MIN. 100 LB./AC.) - /':. °r•. 410 -*ice r� ', :•::: ..281::'�',�;,•••••- ._ ~� ---- , �� . on 1-----, ;.'rI - - H Z 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT] ".a' ��l �A4t P. - �\ �'' " `'• ' EROSIONANDSEDIMENT Its O 2. CREEPING RED FESCUE(20% BY WEIGHT) I i Nall �a • - ? - 1,1 NS I C STANDARD HEIGHT GRASS MIX(MIN. 100 LB./AC.] ^� i r- -' �� - V) 1. ANNUAL RYEGRASS (40% BY WEIGHT) - I ice'' I __ - - _ .+` � -- -fp � '� w .- '• : 4 CONTROL BMP IMPLEMENTATION 0 u 2. TURF-TYPE FESCUE(60% BY WEIGHT) r /~ ; * / 1 V 2 z 2ffi 1 ▪ I '.' �:_. 284. l' a O 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE I - ~---O� ++/ �� ";� - 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER {'� ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. , .... %)`. - � ' ;� �f • SEDIMENT CONTROL, GRAVEL CONSTRUCTION a Z Q w SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. •� N. • •••••a. ••••• •• + ' CC ; " / I ENTRANCES, ETC. MUST BE IN PLACE, FUNCTIONAL, AND W • ��r L..:.:.:.:.::: . ) V w CC • 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF / --- _ 1 ' - - _- APPROVED IN AN INITIAL INSPECTION, PRIOR TO r S PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. / "'INF 1) # rter COMMENCEMENT OF CONSTRUCTION ACTIVITIES. u - V1 d % � K. :' :: . 11r 1 N_ / i Q 2. ALL'SEDIMENT BARRIERS (TO BE INSTALLED AFTER W W > t7 cc 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH j r PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. ' f ::::".7.I1 GRADING)' SHALL BE INSTALLED IMMEDIATELY FOLLOWING > i P i t [ VU r;• ,;,•,�� _ ` i ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND _ fff+ I ` I - I: :.� /I THESE PLANS. CONFIGURATION. DURING WET WEATHER PERIODS, STOCKPILES SHALL BE COVERED WITH Uri,.;.: I N N er PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER I I "•\ i :.'f- .•Z,; -f i3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDINGOF THE STOCKPILE. I ,, �. I 'MATTING' SHALL BE IN PLACE OVER ALL EXPOSED SOILS 6. EXPOSED CUT OR FILL SLOPES SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY I ▪ a BY OCTOBER 1 . oj oj oj SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT I \ I I •"I• ' W FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY I `"18g 4. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. I' ` ' FOLLOWING PAVING ACTIVITIES. m Q. a 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING I I / ')•• `� - 5. THE STORM WATER FACILITY SHALL BE CONSTRUCTED II a APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER �, - AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM a -. 1- THE z APPROVED MEASURES. I -. ' :1.� .:::::: :::::: _ 0 Sao(- :::::::: _ .0 �` - 1 - FUNCTIONING AND SITE PAVING. >. m 01 2 ® wr. .,, .. . ,... r.�.:.....^....:. :::::::::.�W�A141E5•STREET'::::::::::...::::::::::::::::.:: e e 3 ? 'n .n u To z 0_ 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND I �,Y •:•:-::..:::::::-:•: cv MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT t f•!' •::•"'1' - - - '1 m a C t R • �:c+.... NOTE:THESE EROSION AND SEDIMENT d d Q 0 d ., LIMITED TO TIRE WASHES STREET SWEEPING AND VACUUMING MAY BE REQUIRED TO INSURE THAT I -""'• n- "'':. ..�•:..�•:::. '. .^ti•iXs•��`6:2c::�ti•i>-.u S"..� •.n:"w..r+K:w\:v:' .•.n.•F:'lyi::4- -. .. •. ... . G G cc aV S 9 o ..............:••""' „ . Y.,, ; .k CONTROL PLANS ASSUME WEATHER' cv ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. � �p+1-•� r. ti ••••••:' ;��y*�;r:..thy,•'„�ti�"��`?j��; �� -;:�;;�� ......... . ............. �/ .:: .:' ........ .:':::... �::: . ' _ �-�.c CONSTRUCTION. 'WET WEATHER' Co 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF BIOBAGS OR - - - - - J �y e* 9:::.':."' �/ - s. ' �``-• a CONSTRUCTION BMPs NEED TO BE APPLIED o OTHER APPROVED INLET PROTECTION SYSTEMS. ALL INLET PROTECTION SYSTEMS ARE TO BE :•:•: .�••••••• I \. �_ BETWEEN OCTOBER 1 AND MAY 31 . N ::.....,i.::::.r::::.':.'.7f.::.... & REGULARLY INSPECTED AND MAINTAINED AS NEEDED. ..................�.. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS - - - - a TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. �WQ 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT / - - Ri m DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE - - - - - _ WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, al SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. > a 12. SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE I- ie c) STORMWATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. J LU 18 AVOID YSTE PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER m a14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM CO O ❑ c REACHING DISCHARGE POINTS. a m15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK g •a COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. c Project JAM EST OWN E VILLAGE OreiN\ 0 2- -� No.ao o 40 131-029 - - - Type c"_..) i INCH = 4A FEET EIVGIIVEERIIVG cooSheet P4 coCOT CASEFILE#SUB2021-00005 FOR FURTHER INFORMATION FOR FURTHER INFORMATION LL CI MATS/BLANKETS SHOULD ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE Q BE INSTALLED VERTICALLY '1' -V - CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER ] ?� DOWNSLOPE. ilf SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION TAMP SOILY AND SEDIMENT CONTROL AND SEDIMENT CONTROL \NC //' IS' n a re"--4 i OVER MAT :LgNKEi •li-li PLANNING AND DESIGN MANUAL PLANNING AND DESIGN MANUAL. ��(�5S PO / '1'OjF S F NV i I Fi _ i LL QP P ; , to* J M 7---- �'�-��'I` /\\ <\NG04- • • MAN V : 3 Z i z 0 ^� r /��/ ° • . > . '.oe , '. . .a.., {I) ig - a r r /\%,\\��\ �� RADIUS = 25' MIN. '.. 4 n I W Z a \/ 4 MINIMUM 12" OVERLAP / .0,:'•;..D' Q a r /\\/ OF SEAMS. •. o:p : FJ�. O C gat r r r \ \\\ SEE NOTE NO. 3 SEE NOTE 5 FOR APPROVED ROCK -U. QUO ySI�GiLF-SS CC , } g o L / ' W 0 + " 'IZ�/ \\\\ �it SUBGRADE REINFORCEMENT cC%G�+ /\\� GEOTEXTILE, AS REQUIRED PQ' W • 2 M //\/ i- 8" MIN. Z `W 5 rT r r r %\\\j� �• DEPTH 1 MIN. 4' \/\/\ 0 r \/\ 1.1 OVERLAP r /\\\/% GRAVEL CONSTRUCTION d / gala& ENTRANCE CURB RAMP r \\// 12. ' PAVEMENTr � .,:7,&..uu.i. 4 r / w�p U i 1 1/2 '.I1=I1=1i.= - - - =g a j• �/d Fri � \� ?1L=11.=I1 .11.=11 ...-::.:' _ =1v- j�I��rjvlrevrO'�IyvAr<tiK..,:.. -, a: ,,.....•.r r ;'"` 1 o N r \\ I I iii .11=11=11.=11.=11.=11. 11.=II.=11-11:-1 . u.=ti=ti. ti.-.11,1i._a-a-a-u.-11=11:-11-11.-11.* .)\p��O�0SAjrj��'•O,j .t_t;;'s; WI' ,4'.., ��- ' ' //�/ 1p11=11.=I1.;,11.=,.11.=,11=ii=i1=11 i 11=11�I 11=11=1 ..07,11=11=11...iiii=iii�Lii#1L4.w.0_- !�� j �t�p�'C'�� !. {:;r::;. t •e ._ .: % //\\ STAPLES -.11--.II:...II:...11:...11__ / �� ! !fO�� `� : ' + ; OP. 8 ISOMETRIC VIEW \�\\�\\. ., • .kSti / 4' - ` PLASTIC SHEETING WI.- Q TYPICAL SLOPE - NOTES_ ' •. '•""`. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING SOIL STABILIZATION \\ \\ \ OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR /� /� �1 of CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 'eV\\j ARM j\\•\\/\\' ' // 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. \/�\A,.. /�/�\/�\/V� NOTES: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION NOT TO SCALE 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3' FROM TOE OF ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. NOTES: STOCKPILE. 5. DIMENSIONS 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON SINGI F FAMILY O 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALLL DIRECTIONS. 20' LONG BY 20. WIDE 8" DEEP OF 3,4" MINUS CLEAN ROCK. cc HAVE GOOD SOIL CONTACT. 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE. 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. COMMERCIAL/SITE DEVELOPMENT 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. CC S. AS APPROPRIATE. BMP'S SHALL BE INSTALLED TO CONVEY WATER DISCHARGE FROM 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REWIRE GEOTEXDLE NOT STRETCH. STOCKPILE AREAS. FABRIC TO PREVENT SUB-SOIL PUMPING. 2 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. O w V t.5 Q MATTING SLOPE INSTALLATION CleanWate\Services PLASTIC SHEETING OeanWate\Services CONSTRUCTION ENTRANCE CleanWate\ Services W w DRAWING NO. 805 REVISED 10-31-19 DRAWING NO. 810 REVISED 10-31-19 DRAWING NO. 855 REVISED 10-31-19 Z_ 0 o W (xi FOR FURTHER INFORMATION FOR FURTHER INFORMATION W ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE i_ CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER • • • • < SERVICES EROSION PREVENTION SERVICES EROSION PREVENTIONoa AND SEDIMENT CONTROL AND SEDIMENT CONTROL {-J'" ANGLE FILTER FABRIC FENCE TO PLANNING AND DESIGN MANUAL I PLANNING AND DESIGN MANUAL ° z H W ASSURE SOIL IS TRAPPED I to �� _ A..,4 F'O PROPERTY LINE + jrr 04 G �`.'^I yS` �,OpE PROPERTY LINE• I W W Q l ` f_ WOOD STAKE ` y N r m- ° W Q �� PLACE WATTLES ALONG SLOPE CONTOURS. ;-r.l NM • PROFILE I HOUSE a 0 • m m m N N N W ii It INTERLOCKED 2"x 2" �O� 2 o °" POSTS AND ATTACH PLAN VIEW r� • �0� m< ° N N N . ��v�I \\v� al al ill LSI Y Y Y LL WHEAT STRAW, RYE G,s, - y.*Ns,2y$ 4 /USE STITCHED LOOPS GRASS STRAW, �""`-•vj OS'a,,�,`t,,.'�., ,''„ CYO • - m 3' NOTES: STAGGER COCONUT ORjfa' p.�`'� '';.•'•' m �+ MIN. JOINTS EXCO SIOR WATTLES .,.,`r;' - s: •�r`•�L. y. , ' m Z 2 'r OVER 2x 2" POSTS 1. SEDIMENT FENCE TO HAVE STITCHED .a"s � Ye, - '� •ci:i. p .gl� :f. ° FROM TOE SLOPE. ' >+.:• ` ea l#07• � ":i: >. �- ,R LOOPS AROUND 2" x 2" POSTS. o =: S •.�_�" +eligi: a o d Ai•h •- +'.-.r-.�- PROPERTY DNE 7. m m 2. BURY BOTTOM OF ALTER FABRIC 6" bt: i4A. hn:A:A- a d Z 0 m ? VERTICALLY BELOW FINISHED GRADE. o °=•% f �•��(�}' �'[if e: c = 3 `" .n all %•�iFi r f ia.. ifitiFi3 '� 2 'S '- R_ 2'-6" 3. 2"x 2" FIR, PINE OR STEEL FENCE bA R 4 A A ! 4t t t t <'-0° POSTS. A*i .ttri3{9Ytirsia 1V 0 8 (2 d x 7 Y:A:A:A:A:�:1 I'I:A�I�A: p 4. POSTS TO BE INSTALLED ON UPHILL SECTION 4� o 7-1 N SIDE OF SLOPE. o _t _1::t ii:'4Y 91St_te/° a 5. COMPACT BOTH SIDES OF FILTER STAKING SPACING %A A A A'A.A A.Aih A'A'' MINIMUM 1' OVERLAP c'+ 6" FABRIC TRENCH. eze:t i ifi4' 4i'A`I•° ADJACENT WATTLES �' N 6. PANELS MUST BE PLACED a O.C. AA A!t 1tre�tt4"A CoN FILTER FABRIC 1 _6. ACCORDING TO SPACING ON :T. •-A A NA'igii4,0 4.4 1 °N MATERIAL 36' • • • • • • • • p WIDE ROLLS. DRAWING NaN0. 940. f_�/ ' 1. • •/:A A A A°t°t°A t`4 -.i :• ' PROFILE ;I:L: • P 5 '� MINIMUM 1' NOTES: �;.�. . � '� ;�` ' . � • �N .. OVERLAPPING `[ ::-c" •'�, • ON UPHILL $ ql 1. STAKING SPECIFICATIONS: +�}! d a SLOE o. 1"X2' WOODEN STAKES I P SEE STANDARD DRAWING0 T Y T D #88 b. ADD T10NA AKE MA INS A N O L S S BE LIED 0 FOR INSTALLATION OF WATTLE 9 W SIDE ALK DOWNHILL SIDE OF WATTLES ON STEEP SLOPE OR CVSEE STANDARD DRAWING 55 FILTER FABRIC MATERIAL /8 p - LTE B C TE L2' 6' HIHY R I FRINT TI F 36" WI RG L E OS VE SOILS 0 S ALLA ON 0DE OLLSCONSTRUCTION ENTRANCE PA IN IN A R AN WITH TAI 4J_ 0 2 S C G CCO D CE DE L 9 0.4' 0"� Iy01 M R T TI 3. RE OVE ALL OCKS CLODS VEGE A ON ORLU �� .- :-••-' .- . Is:•' PLAN VIEW m1Pfl w 6" �i` t� �� •.�,%/ OTHER OBSTRUCTIONS SO THAT THE INSTALLED IW -�lA WATTLES WILL HAVE DIRECT CONTACT WITH THE �' 0 1 +s" I I PLAN VIEW SOIL. ca a C 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, NOTES: Q ❑ FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE 1. SEE STANDARD DRAWING #880 FOR INSTALLATION OF WATTLES.. d C 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE g SOIL AND THE BOTTOM OF THE WATTLE. THE CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE 0 SERVICES EROSION PREVENTION OVERLAPPED I CT. MINIMUM TO PREVENT 2. ALTERNATE MATERIALS MAY BE USED AS APPROVED BY DISTRICT OR CITY. FRONT VIEW AND SEDIMENT CONTROL SEDIMENT PASSING THROUGH THE FIELD JOINT. PLANNING AND DESIGN MANUAL. 3. PERIMETER MEASURES INSTALLED AS NEEDED. Project JAP.ILSTOVt!NL VILLAGE cv WATTLES "`vs-o29 SEDIMENT FENCE WATTLES SINGLE FAMILY APPLICATION Ul 15 C1eanWater Services SINGLE Services C1eanWater Services TENGINEERING' o DRAWING NO. 875 PrVISI-D -1;-3:-19 DRAWING NO. 880 DRAWING NO. 885 REVISED 10-31-19 Sheet coa PS COT CASERLE #SUB2021 -00005 _ , I_ 05 1 I NOTES; MAY BE USED SHORT TERM V = N 1. WASHOUT FACILITIES SHALL BE WI UTILITY WORK AND W/ Ire 7 n EXISTING GRADE MAINTAINED TO PROVIDE ADEQUATE PHASING OF DEVELOPMENT _ J a6 HOLDING CAPACITY WITH A MINIMUM - xiii E • a 0 3 FREEBOARD OF 12 INCHES. 3' BY 3' MIN AT LAIN 1' HIGH PERM BOTTOM OF - • J a =' WASHOUT TO _ " a °: a 0 a 2. WASHOUT FACIUTIES MUST BE CONTAIN _ runic,.u, n .I.J. n1 a fri V Q a CLEANED. OR NEW FACIUTIES MUST i1 ti , null C BE CONSTRUCTED AND READY FOR = IIII IIIIIIIIIIIII II =_[= CONCRETE FLOC ijav& , .=.FULL. A IIII I 'c A il, �;fl,,;,,Du I �;,I;nnMni VJ 3. IF THE WASHOUT IS NEARING MI 4wsw3c nl„°0' LY a CAPACITY, VACUUM AND DISPOSE u � �� 0 OFTHEWASTEMATERIALINAN = - 4 _.,: - -- - MI - APPROVED MANNER. .�i i •Y (:iF[, u`rN tss3ii a ',}'_ IIII I �f 1; X E YrtET_'_RY • - i N 4. TEMPORARY CONCRETE WASHOUT �. ` o..••` n -. ag5 •.. ■ ' a°O FACIUTIES SHALL BE LOCATED A III I 41 � i c i*- c y W MINIMUM OF 50 FT FROM SENSITIVE vim*. vim"v�'4. +!�'+.! •t f W • c 0; i • j -�: �} _ _ ^ ' AREA DRAIN • z AREAS INCLUDING OPEN DRAINAGE .Y:• ti°t00• q FACIUTIES AND WATER SOURSES. _III I -re Z J a - 2 ,c fVl ¢r = 60' (TYP) 5. CONCRETE WASHOUT FACILITIES _r=II I=IIII I=IIIII=IIIII=I I ° • SHALL BE CONSTRUCTED AND CATCH BASIN MAINTAINED IN SUFFICIENT llln nrnip _ LL a QUANTITY AND SIZE TO CONTAIN vuo ALL LIQUID AND CONCRETE WASTE 9' BY 9' MIN TO "~ FLOW ' I tlii CONTAIN CONCRETE RADIUS = 25' MIN. IVlllllgllll{l GENERATED BY WASHOUT nllfi}lrlrt"' 4d OPERATIONS. 1."-.41.tIPIL N {u-' ' PLAN r ?' MI -� Ilk M is t ..; -� /6. INSTALL GONGREE WASHOUT SIGN FLOW Ir• �o•WITHIN 30 FEET OF EMPORARY DDpr BmTDM • O� NCONCRETE WASHOUT FACILITY. " ° 7. TEMPORARY CONCRETE WASHOUTS C I11111111J9P MAY BE A PREFABRICATED ' ED II �!penimtre - cc \. O _ r...a alsii CONTAINER THAT IS PORTABLE AND '-- --- 1'!Ill(1�'ll'•,ri K REUSABLE. IIIYIINI}Ilk 1 ' \ • mffteml(ihe j J� ;. Ri11111U1111611 '�� o 3"-6" ROCK WITH A Iu�M41iim. 4. rla EXCAVATED RIAL a.tf%�:.. �IO '� ,1 cil MAY BE USED FOR MINIMUM 8" DEPTH 7; e :SKIM!= PERIMEER BERM DITCH INLET PLAN VIEW =.'-`iiIi l;" _� 1.27. SLOPE DITCH INLET 6" overtop of bogs. 1' MIN - - '.• •'•_•_•_•'•_•'•_• •_•_•-•'•�• •-- - lk I{�=11FDI11 1I�'7G1117cBI� �11 Il`i1=11.- -IF'I�_JJ 11-11.- .11.=� n nun"r I 2' MIN l I l l -,.--, =11 - - I- IL=11�11."' �I IIII - 1= =1=1=1•t- - F�' � ll�le - -I- -I- 1 NOTES: EXISTING GRADE 1. ADDMONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL wO,/ 3' BY 3' MIN TO TYPES. li CONTAIN CONCRETE 2. BID-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INFORMATION USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER O AND SECTION A- A 3. WHEN USING 30" BIO-BAGS TO PROTECT A CATCH BASIN YOU SERVICESCE EROSION CONTROL HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. V Q _1 CONCRETE WASHOUT " C�eanWate- TYPE 4 INLET PROTECTION Services W LU C1eanWate" Services 2 z DRAWING NO. 900 REVISED 10-31-19 DRAWING NO. 915 REVISED 10-31-19 Q a LLI Jn _ tin Lu IGENERAL EROSION CONTROL NOTES: Q z 1. COMPLY WITH ALL APPLICABLE PROVISIONS IN CHAPTER 6 OF THE DESIGN AND CONSTRUCTION STANDARDS(CURRENT):R&O 19-5 ASC AMENDED BY R&O 19-22,ADOPTED NOVEMBER 12,2019. 1_ t..7 1" REBAR FOR BAG REMOVAL 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND C W THROUGH A SEDIMENT CONTROL BMP LIKE A FILER BAG. O Lu Q 3. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD,OCTOBER 1,-MAY 31. 0 CATCH BASIN GRATE VI < in d 4. HOLD A PRECONSTRUCTION MEETING WITH PROJECT CONSTRUCTION PERSONAL THAT INCLUDES THE INSPECTOR TO DISCUSS ^^ EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. V CC W Lu Q PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: > u 1. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,STRAW LLI C I- WATTLES OR OTHER APPROVED MATERIALS. - 2. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE N en N CATCH BASI IN PLACE,FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. B ��g`, s1 • •A/4 t$4. 4• ,$,tiAl a 4 3. RUN-ON AND RUN-OFF CONTROL IMEASU ESN PLACE nINCLUDE:D ISLOPE DRAINSGI (WITH OUTLET PROTECTION),OR TO BEGINNING SUBSTANTIAL CO CHECK DAMS, U FACE ACTIVITIES.N ,�., .� ti 4- �,�.$+s��,�.$4*'" EXPANSION RESTRAINT ROUGHENING,AND BANK STABILIZATION. W A,4•$e,�,$4 GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: ea al al a a a CC - ��44# +��I . n ' 1. IF VEGETATED SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST.VEGETATED CORRIDOR `Y��`�*� .. AREAS REQUIRE NATIVE SEED MIXES,SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX IN THOSE AREAS. SEED USED FOR - • •�,�$$ / . TEMPORARY OR PERMANENT SEEDING OUTSIDE VEGETATED CORRIDORS SHALL BE COMPOSED OF ONE OF THE FOLLOWING S m MI ci < < • • MIXTURES,UNLESS OTHERWISE AUTHORIZED: M Z Z 3 •,�,�/ 4 '- A. DWARF GRASS MIX(MIN.100 LB./AC.) B. STANDARD HEIGHT GRASS MIX(MIN.100LB.AC) -' `R • Si e '�2, ' d 1. DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) 1. ANNUAL RYEGRASS(40%BY WEIGHT) >. C m ei 2 STORM PIPE �;I _ . 2. CREEPING RED FESCUE(20%BY WEIGHT) 2. TURF--TYPE FESCUE(60%BY WEIGHT) 5 c 3 ? y cf°i I a • v - 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK--WALKING OR THE •d 2 d e `p d Al a; e USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN--OFF VELOCITY. 0 0 cc a- = > N (Si ' • 4 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. (NI IF • ,e - 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING, r� ( . . .4 WOOD CHIPS,OR OTHER APPROVED MEASURES. V O_ _ 4 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING"WET WEATHER"PERIODS,' ' 4 STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER V aipm 4' ' es - OF THE STOCKPILE. L • - ' ' • a 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING,EROSION CONTROL IN WOVEN BLANKETS OR MATS,MID--SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY le 'a FILER SACK REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 0_ in 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE Z al SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. CI M O 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 1lie r CATCH BASIN INSERT THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET SWEEPING,AND VACUUMING MAY BE M REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. W9. USE BMPS SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN--OFF FROM REACHING DISCHARGE POINTS. M [ma /� O 10.COVER CATCH BASINS,MANHOLES AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACT COAT ETC.TO PREVENT y . . •7Q� 0_ PRODUCTS FROM ENTERING THE STORM SYSTEM. CYi COV C EROSON AND SEDIMENT CONTROL BMP IMPLEMENTATION: Q 1C NOTE: 1. ALL SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF C FOR FURTHER INFORMATION FINISHED GRADE AS SHOWN ON THESE PLANS. i. RECESSED CURB INLET CATCH BASINS m MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE 2. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. LL FABRIC INLET SACKS. SIZE OF FILTER CHAPTER 4 OF CLEAN WATER 91 FABRIC INLET SACKS T I BE F FILTER DETERMINED SERVICES EROSION PREVENTION 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND proem aBY MANUFACTURER. AND SEDIMENT CONTROL SITE PAVING. JAMESTOWNEVILLAGE '' PLANNING AND DESIGN MANUAL. N 4. INLET PROTECTION SHALL BE IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. to O �'" STANDARD EROSION CONTROL 131-029 Ul INLET PROTECTION � ENGINEERING CleanWate-7 Services NOTES FOR SITES 1 ACRE AND Sheet m DRAWING NO. 920 TYPE 5 RE'JISED 10-31-19 DRAWING NO. 946 GREATER RE'JSt_D 6-30-2' COT CASEFILE#SUB2021-00005 ��