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HomeMy WebLinkAboutMangold __.—.—— .-_____..___—---_--_ _____...._ _____________, CONSTRUCTION MANGOID APPROVED FOR Q o � o � lal Ll 7 :1Af SUB ) IVISISN I m „ " - o r o IY A 7 LOT SUBDIVISION OgY _-/Cc_ (' � " Q �,�- DATA ocn � O TAX LOT 2S112CB 700 C, o 1- CITY OF TIGARD J U " � � z UTILITIES WASHINGTON COUNTY, OREGON DEVELOPER AND APPLICANT co NW NATURAL GAS 0 8 '� U O O_ 1V Hewett Construction LLC DAN SIMONS 503-706-0159 ''. -i't ''I' CD J PO BOX 2212 I EMERGENCY 800-882-3377 CITY OF TIGARD CASE NO. SUB 2013-00 a ' ; 0���^ HlRsboro0R97123 COMCAST ,. t +� r • ,, .-r Ui C] Z C Contact:Scott Hewitt,President z, ' '" ask to IV O C 971-246-0501 • KEN PARRIS 503-596-3811 • � = co n 4* EMERGENCY 971-801-5699 t +l = to v '� co , )*' CIVIL ENGINEER FRONTIER I ' ,t '414.` r',4ie' ''• p NJ CD / RECEIVED = JOHN COUSINEAU 503-643-0371 � t ±fe Z•'• , . 7 70 r DANIEL DANICIC, PE EMERGENCY 971-706-2412 v p / DEL gggA VIc JAN 032017 i,�v "'-. '1 .-R ,: CITY OF TIGARD CL r [ � � }_�< <t�3�s�" .. '�! G1 � PO BOX 486 � g r',,, -,' st Tt' i.4 NEWBERG, OR 97312 PLANNINGIENGINEERING TODD SHATTUCK 5:)3-672-5466 " r( 1� r^� ~ ti �;si'n p� ' r >i 503-590-8600 EMERGENCY 503-/93-8321 r ; ^lt V11, a v s '' OCT Q TIGARD WATER . 4 Y,, t -0 PROJECT ARBORIST AARON BEATJIE lr *]I ,. , '• 1 to PROPOSED 503-718-2690 DEVELOPUENT f BY OTHERS :'r _ 1i - k ` y� t'�n y F f MORGAN HOLEN rO CUP 2013-0005 I d� 'd `4., ;, -1 MORGAN HOLEN AND AS CIATES VVV��- TIGARD SANITARY AN. STORM I, '' x 1,,1- UI R08 BLOCK � SrF i 3 MONROE E PG , OR 9 35 503-784-1790 e Z r �I +y1� LAKE OSWEGO, OR 97035 ` l THERESA REYNOLDS t • r 1� +� ' :' Ft � rYF - v V 503-702-5963 1 1• .,. o f r. c^ Q `' ■-�-- '� " 1 16. %.: SURVEYOR I TIGARD EMERGENCY AFTER HOURS t , , r 503-329-0904 4 t t ! hi , ;'; V V I '4 1';"y4 irl'p� Ili any _,,,.I- LEE MACDONALD ti ... �, T,rr �y� ,i 4yy ;,r MACDONALD AND ASSOCIATES / US I i :aJ..t �1�, '.; r' > Y.{., . . ttp�$�iy Yy� i� �.. t :b �y,� 3765 RIVERSIDE DR. it h .-f/'♦ t ? :74 ,,i g 3r t> r ve,, L, '. 'y� .4 MCMINNNLLE. OR 97128 r. 'R+::l1C..41'.J' s i' '.,•� ® ' S03-472-7904 I--,w • VICINITY MAP GEOTECH ENGINEER _- - SITE INFORMATION sCOTT HARDMAN HARDMAN GEOTECHNICAL SERVICES SITE AREA: 63,590 SF (1.46 Ac) I - 24560 SW MIDDLETON RD. ZONING: R4.5 SHERWOOD, OR 97140 __ TAX MAP: 2S 1 12C8 503-822-5347 �� J TAX LOT: 700 NUMBER OF LOTS. 7 5 a- L. Q 1 1, t L SHEET INDEX I m SHEET NO SHEET DESCRIPTION SHEET NO SHEET DESCRIPTION 5 4 1 COVER SHEET 13 POND DETAILS L., 2 GENERAL CONSTRUCTION NOTES 14 STORM DETAILS 12 3 SITE DEMOLITION & TREE 15 SEWER DETAILS PRESERVATION PLAN 16 WATER DETAILS „ 4 PRELIMINARY PLAT 17 STREET DETAILS d 5 GRADING PLAN 18 EROSION CONTROL PLAN w - n E 6 ROAD PLAN, PROFILE AND SECTION 19 EROSION CLEARING AND DEMO PLAN \• 7 ROAD PLAN, PROFILE AND SECTION 20 EROSION FINAL STABILIZATION PLAN 1 ` 8 STORM PLAN PROFILE 21 EROSION DETAILS �.r w e 9 SANITARY SEWER PLAN AND PROFILE g 10 WATER PLAN. PROFILE AND NOTES $ 11 COMPOSITE UTILITY & STREET TREE PLAIlltN a 12 SIGN PLAN AND DETAILS SHEET 7 1 7Cf 21 - - z CONSTRUCTION NOTES: 0 o 0 GENERAL Z L N eL 0 W I. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE 16. PROPERTY DISTRIBUTED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STREETS AND STRUCTURAL FILLS V) C Q 0 CITY OF TIGARD PUBLIC WORKS DESIGN STANDARDS,CLEAN WATER SERVICES DESIGN AND STANDARD GRASS MIX;SHRUBS,FLOWERS,BARK DUST.EXISTING SIGNS,PAVEMENT I ALL TREES,BRUSH AND DEBRIS THAT CONFLICT WIN PROPOSED IMPROVEMENTS SHALL BE COMPACTION REQUIREMENTS U) U CONSTRUCTION STANDARDS R80 07-20. MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED.REINSTALLED OR REPLACED,WITH REMOVED AND DISPOSED OF BY THE CONCTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS. C� Q LIKE KIND AND MATERIAL. STRUCTURAL FILL: © .--2 � 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL al INCIDENTAL WORK NECESSARY TOCOMPLETE THE PROJECT IN AN ACCEPTABLE MANNER.ALL 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED.STRIPPING SHALL CONSIST OF REMOVING THE MINIMUM PERCENT COMPACTION REQUIRED 90% (f) I- D INCIDENTAL WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN THE 17, EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED TOPSOIL HUMUS,STRIPPING MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR.BOTH ON-SITE PROPOSAL.ANY ITEM NOT LISTED IN THE PROPOSAL IS CONSIDERED INCIDENTAL WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, AND OFFSITE.AS DIRECTED BY THE ENGINEER. TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY TAN (n 0 O CC FREQUENCY OF DENSITY TESTING IN LOTS 0'ufr9 3 TEST FOR EACH 2 FEET OF FSl (n (---) PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS 3, THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ONE(I)SET OF AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE UNIFORMLY CONDITIONS TO WITH+/-2%OF ROAD SECTION-SUBORAOE: 0 I- 0 APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION PHASES. EFFECTIVE DRAINAGE CONTROL. OPTIMUM MOISTURE CONTENT.FILLS INTENDED TO SUPPORT STRUCTURES OR PAVEMENT SHALL BE PLACE IN LIFTS NOT TO EXCEED B'LOOSE MEASURE.EACH LIFT SHALL BE COMPACTED TO 91 PERCENT MINIMUM PERCENT COMPACTION REQUIRED B6% 4, ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN ACCORDANCE WITH THE SPECIFICATIONS.BY ACCEPTANCE THE CONTRACT WITH THE OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-160 COMPACTION TEST FOR HU.IN PAVEMEM PERCENT COMPACTION REQUIRED 70 WHAT DEPTH BELOW SUBGRADE 1 FOOT 18. EXCAVATOR(S)MUST COMPLY WITH O.R.S.757.541 THROUGH 757.572;EXCAVATOR(S) AREAS. Z N J C TEST METHOD REQUIRED TO DETERMINE MA%IMLIM DENSITY AASHTO T•98 OWNER/DEVELOPER,THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS(MIN.)PRIOR TO START Q z OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED SPECIFICATIONS.ANY MATERIAL NOT FILLS SHALL NOT BE CONSTRUCTED ON NATURAL,SLOPES STEEPER THAN TWO HORIZONTAL TO FREQUENCY OF DENSITY TESTING OF SUBGRADE AS NEEDED M CV X OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. DD < I CONFORMING SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. ONE VERTICAL.ALL FILL SLOPES SHALL NOT EXCEED TWO HORIZONTAL TO ONE VERTICAL.NO ROCK OR ROAD SECTION•AOOREOATE BASE SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 8'SHALL BE BURIED OR I- U) 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION PLACED IN THE FILLS. MINIMUM PERCENT COMPACTION REQUIRED 95% Q AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES.UTILITIES HAVE BEEN LOCATED FROM 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AVAILABLE RECORDS AND MAY NOT SE AS SHOWN HEREON.CONTRACTOR SHALL NOTIFY ALL UTILITY AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE BEFORE DIGGING IF IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY OSHDTM 106 OR T-99 COMPANIES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE SHALL ADVISE THE SOILS AND CIVS.ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS FREQUENCY OF DENSITY TESTING OF SUB-GRADE AS NEEDED NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. CHANGES MUST BE ACTIVITIES IN AMANNER THAT WELL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND GENERAL CONDITIONS APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. ROAD BECTIDN•ASPHALTPAVEMEIIT: (J) COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. MINIMUM PERCENT COMPACTION REQUIRED 92% w 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM A. ROCK BASE.H ASPHALTIC SECTIONS AE DP IN ACCORDANCEMENT,D CAWI HS THE AB CONSTRUCTIONE REFERENCED SHALL BE TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS',V.S.DEPT.OF TRANSPORTATION, SAs PECIFICATIONS.ON DNS.E TYWCAL SECTIONS AND 1N WITH THE ABOVE TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY OSHD TM 306 �-- 20. A TEMPORARY HARD-SURFACE PATCH(COLD MIX AC OR HOT MIX BASE PAVING)SHALL FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE 3 TESTS MINIMUM' 0 FHWA,1988 ED. BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION SPOT Z ON-SITE OR OFFSITE,SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT CI 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE UTILITIES UTILITY TRENCH BACKFILL:(BENEATH PAVEMENT OR SIDEWALK)W zITH THE CITY'S STANDARD SPECIFICATION AND,ALSO.IN ACCORDANCE WITH A CITY PROSECUTION OF THE WORK MINIMUM PERCENT COMPACTION REQUIRED FOR BEDDING 90% Z Z APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN 1. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TRACER WIRE(18 GAUGE. Q SHALL BE AVAILABLE AT THE WORK AREA. INSULATED COPPER.OR HEAVIER.IN APPROVED COLOR)INSTALLED IN THE TRENCH FOR LOCATING PIPE MINIMUM PERCENT COMPACTION REQUIRED FOR PIPE ZONE 90% - 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING IN THE FUTURE,PER UNIFORM PLUMBING CODE. MINIMUM PERCENT COMPACTION REQUIRED ABOVE PIPE ZONE 96% I- W FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY.IN THE CITY INSPECTORS OPINION, TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY T-sre (..) ---I 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE 2. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE COMPACTED 3f4'-0 FIRST OBTAINED WRITTEN APPROVAL.FROM THE CITY ENGINEER. THE PERMIT HOLDER IS WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT CRUSHED ROCK,COMPACTED TO 91%OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T•180 DIFFERENT REQUIREMENT FOR PVC NO �y RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO HOLDERS'EXPENSE. COMPACTION TEST.REFER TO COMPACTION REQUIREMENTS. AREA CL "U AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN VALLEY FIRE&RESCUE) INADDITIONAL LANDSCAPE FORM 86% 3. THE CONTRACTOR SHALL NOTIFY THE CITY AT 583.71B-24B348 HOURS PRIOR TO START OF W FOflMAT1DNICOMM ENTB: Cr) AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 22. ONE AS-BU1LT PDF DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING CONSTRUCTION. •WHEN USING NUCLEAR GAUGE.TWO READINGS AT EACH SITE.THE SECOND AT RIGHT Z ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND.ALSO,ANY 4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS AND SHALL BE WHITE IN COLOR. ANGLES TO THE FIRST THE TWO READING WALL BE AVERAGED TO OBTAIN TEST DENSITY, O 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S A. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 189(T-1)WITH RUBBER GASKETS. (.) END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION CERTIFICATION OF INSTALLATION COMPLIANCE. B. CONCRETE PIPE SHALL BE CLASS V,ASTM C78 REINFORCED.PIPE ENDS SHALL NORMALLY BE BELL WORK. AND SPIGOT OR TONGUE AND GROOVE. C. DUCTILE IRON PIPE SHALL BE CLASS 52.CEMENT LINE CONFORMING TO ANSI A21.51.WITH , 23. A SEWER SYSTEM AIR•TEST AND(V.H.S)TV TEST REPORT AND ONE SET OF BLUELINE'AS PUSH-ON TYPE JOINTS. 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING GUILTS'(OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)MAY BE REQUIRED D. CATCH BASINS SHALL SE OF THE TYPE SHOWN ON THE PLANS. NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT.SHALL BE CAUSE FOR WORK BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE 5. SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. SEWER SYSTEM. A. SANITARY SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND SHALL BE INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE NOTED ON THE PLANS.MARK ALL LATERAL ENDS WITH 2'X4' NOTICE TO EXCAVATORS: 6. TRAFFIC CONTROL DEVICES,FLAGPERSONS,ETC. SHALL BE IN PLACE PRIOR TO 24. THE PERMIT HOLDERS ENGINEER INSPECTOR SHALL SUBMIT DAILY INSPECTION MARKER THAT 1S LABELED TO INDICATE DEPTH.LATERAL PIPE SHALL BE GREEN IN COLOR, ATTENTION: OREGON LAW REOUIRES YOU NITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED REPORTS,ON A WEEKLY BASIS.TO THE CITY'S INSPECTOR.(SEE DEVELOPER-ENGINEER 0 PVC SANITARY SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789(T-1)WITH RUBBER TO FOLLOW RULES ADOPTED BY THE AGREEMENT NOTE#5.) GASKETS. OREGON UTILITY NOTIFICATION CENTER N C SANITARY SEWER SHALL BE TESTED N CONFORMANCE TO CITY STANDARDS. THOSE RULES ARE SET FORTH IN OAR 7. NO WORK WC BE PERMITTED DUR NG THE HOURS OF DARKNESS.NOR BETWEEN 7:00 952-001-OD10 THROUGH OAR P.M TO 7:00 AM MONDAY THROUGH FRIDAY NOR BETWEEN 7:00 P.M.TO 7:00 A.M.SATURDAY 25. THE CITY'S INSPECTORS MAY,AT THEIR DISCRETION.REQUIRE PROVISION OF TESTS 6 SANITARY SEWER MINIMUMS 952-001-OD90. YOU MAY OBTAIN W NOR BETWEEN 700 P.M TO 7:00 A.M.SUNDAY. AND OR REPORTS FROM THE PERMIT HOLDER;PERMIT HOLDERS ENGINEER OR CONTRACTOR A PUBLIC SANITARY SEWER SHALL BE AMINIMUM OF 8 INCHES IN DIAMETER UNLESS OTHERWISE COPIES OF THE RULES BY CAWNG THE TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH APPROVED By THE DISTRICT ce CENTER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS'EXPENSE. B. 8-INCH SANITARY SEWER MAY BE APPROVED BY THE DISTRICT OR CITY,IF THE UNE IS NO MORE 8. M NIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12',FEET'PEDESTRIAN TRAVEL SHALL THAN 250 FEET LONG AND IS LOCATED AT THE END OF A SYSTEM WITH NO REQUIREMENT OR (NOTE: THE TELEPHONE NUMBER FOR ANTICIPATED NEED TO BE EXTENDED NE OREGON UT1UTY NOTIFICATION • ALSO BE PROV DED FOR. C. SIDE SEWERS SHALL HAVE A M NIMUM 4-INCH INSIDE DIAMETER. CENTER IS (503)-232-1987). 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND k' WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTRIBUTED BY CONSTRUCTION c 7 STORMROM BASIS POTENTIAL UNDERGROUND FACILITY OWNERS 9. THE C TY RESERVES THE RIGHT TO ADD OR MODIFY TRAFFIC CONTROL REQUIREMENTS ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. A. PIPES FROM CATCH BASINS TO THE MAIN LINE IN THE PUBLIC RIGHT-0OF-WAY SHALL BE MINIMUM AS MAY BE NECESSARY TO EFFECTIVE'Y CONTROL TRAFF C AND TO ASSURE PUBLIC SAFETY. NOMINAL 10-INCH DIAMETER. B. MAIN LINE PIPE SHALL BE A MINIMUM NOMINAL 12-INCH DIAMETER.WHERE THERE IS NO Dig Safely. �� 27 EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE REQUIREMENT OR ANTICIPATED NEED TO EXTEND THE PIPE FOR ADJACENT DEVELOPMENT,THE MAIN 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL ATTEND PROTECTED REPLACEMENT SHALL BE AT THE PERMIT HOLDERS'EXPENSE. LINE PIPE DIAMETER MAYBE NOMINAL 10-INCH DIAMETER FOR THE FURTHEST UPSTREAM SECTION. Cal.the Oregon One-Call Center 4 THE C TY-SCHEDULED PRE-CONSTRUCTION MEETING. C. STORM PIPES SERVING ROOF DRAINS AND AREA DRAINS AND LOCATED OUT OF A PUBLIC STREET DIAL,„ 8 k or 1-800-332-2344 RIGHT-OF-WAY WITH NO REQUIREMENT TO BE EXTENDED SHALL BE A MINIMUM 8-INCH DIAMETER. '^ 11 THE PERM T HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR.AL A2 THE ENGINEER SPHALT HAS BEEN PLALACECE D.L NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE APPROVALS EMERGENCY TELEPHONE NUMBERS en ' A DICKMAN.AT 503-718-1463,TWENTY-FOUR'241 HOURS PRIOR TO COMMENCING WORK, 1 CHANGES TO THESE PLANS MUST BE APPROVED BY THE CITY OF TIGARD ENGINEER PRIOR TO • FORTY-EIGHT 48)HOURS PRIOR TO ANY STAGED INSPECTION(SEE ATTACHED LISTING;AND IMPLEMENTATION. NW NATURAL GAS s� AFTER COMPLETING WORK COVERED BY"HE PERMIT. 29 THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING.THE NAMES ‘ < AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS WHO HAVE THE M-F Tarn-Rpm 503-226-4211 Eat4313 AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND,IN GENERAL WILL BE AFTER HOURS 503-226-4211 Y U f'f 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY PGE 503-464-7777 i.CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL INSPECTOR.IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. OWEST 1-800-573-1311 1 7 O WORK SHALL CONF.=.RM TO THE PERMIT TERMS,CONDITIONS,AND PROVIS ONS AND TO THE CITY BUREAU OF MAINTENANCE 503-823-1700 , CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S CITY WATER 503-823-4674 CO 111 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY VERI ZON 1-SC0-483-1000 • Y OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE. INSPECTOR IN WRITING.THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A J s DESIGNATED'COMPETENT PERSON'RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP 437,DIV.3 CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS THE W 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES Q THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN r:ONDI71ON.FREE FROM OBSTRUCTIONS AND HAZARDS A COPY OF THE PERMIT 31. IT S HE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER r j HOLDERS CERTIF CATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF A i .. dT RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE CITY `" 14 THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDER'S FAILURE ^A4. ' ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-TO-ENTRY OR EASEMENTS. , CAUSE FUR MMEDIATE CANCELLATION OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH THE CLEAN UP. 32. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A • PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER AND STORM LINES. THE PERMIT �' HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY ; - ed -, 15. EFFECT VE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF ASPHALT I INSTALLED AND MAINTAINED MEETING THE D.E.Q REQUIREMENTS THE CITY MAY AT ANY TIME SHEET ORDER ;ORRECTWE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL 2 aF A 1 / 21 I - g Z $ O --- ""-� ( . (: --� p w �� ... R _ — �_� rpr•uOOA.W ,a 1 ��. 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LOT 2 LOT 3 LOT 4 LOT 5 7588 SF 73„ SF 7681 SF 9875 SF 8' PUBUC a_ UTILITY EASEMENT i I CL I Q 1 yJ TAXLOT z I 33 25 1 12CB 12500 \ - I S.5' PUBUC LLJ ,\ SIDEWALK EASEMENT 8 PUBUC Ct ,\ \�� ��y� UTILITY EASEMENT a_ �•\` to 24' 29' \ \\ / , TAXLOT ,4 40' I + \ _ 2S 1 12C8 900 LOT LOT 8,500 SO} FT. 6896 SF 41. S w a STREET DEDICATION i Vc i 5.5' PUBUC rm -SIDEWAI-,C EASEMENT - g n •99 - 7 n 19. I-' , LOT 7 TAXLOT 'J) 8'PUBUC 8486 SF 2S 1 12CB — UUUTY 12400 j 84' 1 n EASEMENT 41A -f STORMWATER 'c O N J 1 TRACT A 4.; 8' PUBUC 2,402 SO. FT. UTIUTY EASEMENT I I a' PUBUC m .41 --- UTILITY EASEMENT_PCf ---- /-- 9' ROW -_1 . -— - _ (/ � 93• / DEDICATION 79' // - r. ti SW R0516 STREET :`,., • i I; I • SCALE PRELIMINARY PLAT SHEET , 2 a ,0 20 4C SCALE: ,' 20' 4 I>F SCALE FEET 721 : • --- - --- 1 z ' 0 0 "'. , } ' I '\` o / I Li o w= I-,o w• •• . ` O 0 04 • I� las , i' - m (n H S I, ,IF 1 1 CK L-W 0 c i' 1 4 o • o o oi01 j a in —I 1 �,1 p + I a z_ I lie 4.1 ••• i08,\ o 4 00 i_< u-)I \'# ', • • •. ✓ s p y....et p p itli� �... ffpaPQ CONTOUR `• • • H V 1 t • 1 / - s o• o OS cUllOW 4, - `t>�� CSC' � � , " •••"•'•-•'=.'''' — It Z 1 1 „\ a_ , _ t LOTI ' e J \ 0 , 6 t ..... .„IV ,, :1\—J-44— --—.-1.:7:1—.: — ' --'-- • I` 1 i t o ° tar s f I • i N' 0 m i .i 11 1 (/1 � • � /i 2 r � � ©w �•.1,.:►,4 � �,.� . / ' N I� 1 ti, li / -........ ,- i fl ' • ' �'' { III �. �b A/ -47 a _;U lk 5 1 .S A , ' J i`y1 ` / t m 4: _ - �� `�` IAA• —r a — - - �PD�o EbPA C4Z34➢G9 - • ,_ ' ��, or s v. o ya�� '� ° paw941 An6"e7.gf� :1J \�� - f— r� � , �_ �3 Q� � }� •r 1e tY IN 1[{19044 0 :1" �4 \ ') OLD�„ ffi`[a� 9a " . _ ,' 7i, r 1 1a rr be(SI MUM -, OQ a4'OMJ 6Gij .�° p�prvyu— A �7 N b �2s�"�.,go•—.— ]� kP —7.-"'. `" '`�_-' i SW tF35S STREET -' — o� -_ _ n1 � s/ 4cam' ' asp- 1/ D€ai e'' ,t If 10'OUfIM1tW•1 / I, 5 / 7 21 z CS 0 220 z w 0 w 0wN ix u m0O - V? 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CONSTRUCTED WITH THIS ,'•1' ��� •'I I gn CONSTRUCT 115'AC TAPER PROJECT. at _L � �•,1 —^ I' ' (25x25x ii=114,58) r{ �J 1. T + No VI %► _ _ _ _� ___ - It. co • '. r L.iv.i.'/ O.. _.• _ .1, I ® - - ;I.--� W il" - 0 00 INSTALL ADA RAMP PER DETAIL 128 _ _ -. COMPLY WITH CURRENT -- - SW ROSS STREET ADA REQUIREMENTS rry ti�t ���111 jam` 6+57$1 ROSS STREET SAW CUT AT — -�, CENTERLINE ^^^���"^ �f 0+00.00 CHANDLER LANE ♦ > t srFr s /l cc 7 21 - - - - -- Z 0 2z0— - o w 17 o 24.1 cr w ^ _ • O H ° 2 ~•LOW PONT E •-xox.ebs ili r E! j U Q w.v-I"9. •c.az... PVI IPA•1.65.00 ('�J PVI STA• +42.00 PVI R.FV•20•.20 �y fQ.� 1-•' PVI ELEV.202.72 A....•5.99% 1 �./ A.D.•2 35% 1•26-66 low�O131L T ELEV•xa/o3s U) A- Z K•1Q 16 LO'/lPOIM75TA.0.5a.25 LOW POUT!'ELEV••WIMP m (•/) �... NI STA-0+70.0!' LOW PINT 5'M.0.26-« o e— t/-� .�-0". Pia ELEV•200.5, PVI VA•MA 00 (n 1- �C) 21 V 3...00 1. - V Obr a O..I.sl1Y A.9.-a.)/M r LA- V ►•-EXYG GR P K•30.00 k•6.71 Q N A gR g 18'LT li F.KTG E RND _ .._�. 31.sovc '� , _ _ 1 ti p CE "EtUNE r la.t 7 V) I- O C9O — F—` ..---• .'a-•s t.-11• .•. •----. ..—-.0...-..--mi r„..41 L,..../.._ iii G 1- 0 PROPOSED GRADE -- dW CENTER JNE �I W Z [!> W ,� 5 �S t-, -- - t'- ne Nil a.OM Y VIZry 190- +IrK + - - -- --- - '--- b a2 CC a V b C Q CHANDLER LANE 0 0 - I -- 1"HORIZ ,-20' Ce Z 1"VERT 0 5' Q Z Igo- 2+8 +80 —�L 2+40 2+00 1+60 1I20 0+80 0+40 0+00 n a CONCRETE CURB R GUTTER,PER DETAIL 126 - �� 1, (SHEET 17)SLOPE GUTTER AWAY FROM •a, 1 CURB TO MATCH STREET CROSS SLOPE. L100-iI 510'26H hl` PL PL i ,oc scoot ` I � I • `1 21'STREET DEDICATION SIDEWALK N10 tl0 10PT 1 CONCRETE C •6&GUTTER, 0.5' 11 a I .• PER DETAIL 126 SHEET 17 I ♦ 1[!!�( J 1 *41!.''rLTM':i:•... _:.. Sa2.0% 5-2.0% --- .• u ._t. - .� i' Y F �g*r\y`hqr//�y�r�rAh@@���rrhvi`<"'i'/iovvo'�'t•• 1�iy�'^',•.:•': // �_ -./�- ---.-,._:- --•,41-'�_^^ ._ -� . • \ INSTALL STANDARD � ��p��AciN�� % -- _ / r T.• • .4 Mk : 5 • `• ADA RAMP r Sri �ir , / /S•I - PER OETAII E128. 3 1/2"A.C.-Z LIFTS(2-+1.5") CSONCRETE / A/I. QQ COMPLY WITH NOTE: o 2'(3/4'-0)LEVEUNG CURRENT ADA 0) COURSE ROCK / /4• +BASE 12'TILLED AND 95% o REQUIREMENTS. SIDEWALK AND ADA RAMPS COMPACTED NATIVE SOIL I I ' ALONG LOT 1 FRONTAGE OF ---- GEOTECH ENGR.TO FIELD 2KKY'. • SW OM TO BE 1 .,` CONSTRUCTED WITH THIS I- . Y 1aI�PUT 1• o A-..T. PROJECT (n I ( L�1rY2► -- —— p ••, I F : . 31NKT'O1'LE'U+ , -ItAB I 1 MVO k N't0i AL I I' .. U) V l+ TC» 171Y00ot'ttOY•L - 3 d ZC. � O r ❑ r J I. FOS. t►� /I i 4. tc 10 o»oo at'ro'ri+o r / l' �!t° w 1 U) W T r.. WATER QUALITY 7• V . 4.• R PLANTER _ Tr. E-- _ BY OTHERS I '0 ` - \ (------ -ft< --,, 2.72 Y M — INSTAL.STANDARD ADA RAI4R - fi r,• " • 1 j1 °VAIL 0120 WITH TINS -� •- • • "-`��' .-.r';__. -},1. J, - ) INSTALL$TAN DARb +•_•: r♦- - ',FWD ':.. �_ INSTALL STANDARD ADA RAIN - ADA RAMP - PER CAREA'T ADA R.EQUIREMEWS PER DETAIL 1128. ti*70.0603RDA�1! - -__. COMPLY WITHADA SHOT J J f +r-•�'-Tom- __- �N �I CURRENT ADA /// • / A.a~= - AV Ob£9 M5 REQUIREMENTS. 7 ' tF 21 z O o 0220 °AS,e GROOM RAGA ILL 1220 220 CLASS•cr GRANULAR SIICJIERL 220 220 - - ORAI I- 220 220 ( case if** sti,AR slam 220aC I cuss.5 ILRAR[$ACICf1IL[ _ ... r , .rtg, alli i 1; , (.7) L_W CO (:)° - ^i ,.., aid �! 1 it k � bi 0 V) I- n 210 kh 210 210 .fi b a 210 210�- p �, �_ 210 210 lit i !./1 4:::„,..... .,_ ...; .1_1 ., £it it Z14 cNV II"* 8� ;R p= " o,,, ~ ; ~ 6 � �� 'a =_ Ia ii!'ll o N l- O • z z 1 ♦ ' 5a t'z a :.,7 hi kr P • ' DCSJtf Dltll A! DMMd! ♦ ► r Q Z :,a= = >Y & R 'O �-i S " '� EXTO DIM-co Z j 3 . iiiO * .--.-.�'-...." 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IR6CT TO S I ( LOT 6 DISCHARGE! • W POND1. / I -. sTRN A _ _ = 1$ I a �y, sraN L pli to ;g 'W'- 6.0111) i � s FO LOT l i -.L.-11 I.2733 DN1/,A2 , (W 1a9.99 O Ai- ' ' �' �' ofdle _`� \ _ (1«a.o�, , -'\ 1 IP . , 0 /�, ffE I r.51000NN•A1 + O�as111 c,-- I 1a a SEE AIL 2 AND F p �1/�� I (O.N.99,0.oc' \ r � \ /: 1 F- SNEET 14 An 720 FOR OITAI �. p l >< I ' I OUTLET CONTROL STRVCTUR!\ • ` \\ 1 I b i LOT 7 $T 11 ���� � 1i (0♦3E->9.a fn) f l+1.0.03 r, OG]0 EEE oEin:330 ._ R TOP OF WAIl MR LOT 7\ 1 1 , 9EE,e Er 2 ♦ .SNOT 1♦ 11 I �.• ''- ' el Ul-S I ,- t I $4 stRN 0 �1 r ou AMA auln I OEM , •• rr• {} S `1 0. E11111 ' /�' 0n.-cau i L .-._ ai / If IN196.7 I Air-IPOc.n.r r` aTRMA � S �� mirror•ins 0i K1mMIN RI 100.14 + N l3 -"- 15. (0.21.51,2S.]1Tt) \' , Ill i ��/� .. •1. i,•..._ - ` ' `-- CO30 SEE DETAIL 330• 71,� N r l� �� u -` r1• f� \ SHEET N t 1 Ill (pL'•', �_� -"- I `3 1 s 1.73,37 oNl•A3 i • . 4 .p t fi (0+3I.7l,11.6fY) R \` . -`_. .RE r r ' (2.07.a6.o.ar) ! 2 .44 - - • • , .: w - w Mi _- 1 I S�ST 1 t7dTAn 2 AND - 1-` '' ^�- cc3oSEE DlTAIL 330 . __. - ' I - _ L- $HEFT 1. / SHEET 1 f RN ^11 IT J _ _ _ 1r PVC 72 DN D t - - STANCH.**_ T a - OTC;STRM 0 1 An 720 g �1 .ia. w- -- - - OUTLET CONTROL L o ^- o---O---o-- o-- S" _ _o•-o--o---o- O c(7♦72.12.23401)- 2.'i6 7 -A3 1 l SICIIt1/.W 1 I_ , �cs---05 ' ..-.- Ln- »-•0 418)-.1,11- 11%In -ti CG30 SQ OITALL]JO - /, WATER QtNt1 n 1�w � � 1 n e.•i.1.' .j�� •NO 0f S�E+ES Qum:330 91!!T 1•MC � - rf}3 l 11. ICMTER .� >)lv R17rW1 � � 0.0! ' M U'W ICI1Nl. I2•NC C900� A -. �.-,._'_,-�- � o t�S.oC+ _ _ _- BY OTHERS•- �� ,'...7 * •,)„,.. 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(J') VERT: t--5' Cl. • 3+30 2+r 2+30 2+10 1+70 1+30-- 0+40 0+50 0+10 0+00 SANITARY SEWER PROFILE .. I .r- �EtT o SANITARY LATERAL TABLE _ »~ f_ ...or' EXISTaquT�L TO BE rtei taw)r+4.sr LOT STATION LENGTH DEPTH 6 PLUG USE0 FOR LOT t \ 1 / KP MfWlOA.W �1. .�i i::: Rl ts..v k) y 1 2•33.7 71r 03' ITS **MOVE T RM.0 *rENO0 LCATM)NOf+ _.. 5 FSOWS ROM t10Up -� 1 Fno OF uTERr�vpt p MN 3g 3-l ae �1.72' 6.d t' DETAIL am SHEET is 3 2•e4.6 34.24• e r INS w NSW PUS, II I 4 MN2Q2.75.3 Saa• / !;i e - 2•S9.6 2e.4T• 7.11 — /� 1 a 2.20.1 26 78• Si' _. _ 11 .. �/� k SANITARY LATERALS TO BE SINGLE SERVICES,4•PVC ASTM 03034 SOR ,-.1{ 'a / 1 35,MINIMUM SLOPE OP 214 IN ACCORDANCE W.TN STANDARD DETAIL a /er' `i lag_ PAc6 JC' I • —- - -- — / / ' ,- NOTES: ,' > -- / _ -— �I I. LATERAL CONNECTION TO MH2 TO BE CHANNELED ON BENCH Ti, I - , / - - ---�- / 4 2. MANHOLES TO BE CONSTRUCTED PER CWS DETAIL 8010 r: ,� / I law E-r - t 3 LOTS 1 AND 7 EXISTING SEWER LATERALS MUST MEET LATERAL 'If r,' » illw- _ ' ^ 't V " -~ /- I REQUIREMENTS.THEY MUST BE FIELD POPECTE°TO PROVE I - - ^ - - - 4 Sanitary.'torah shall be tested In accordance with the requirements I w 0,14° /If - —, of chapter 5 of the CWS Design IL Construction Wontan Standards. I I — _ OONlCT EXISTING '` -PROPOSED -- `, I ; - _3AMTARY LATERAL 10 AIaW ---- _ SAMTARY I5TERAL MO I I I LOCATE EXMTfq UM xx e.. BEFORE RACItO Tit ON rr l-! ,,y'1 _ : I _____ii}c.,,\ .4 :•i , e PROcOSEO 5AN aMt3 § I I ; 9 /ra0 ./ tt I • % t 1 1 r".— — SCALE 9 ..... tf - 2laffanmTil 0 0 10 20 40 a,PLAN 6 - SANRARY KALE rEET 21 Z . - O l WATER CONSTRUCTION NOTES 0 / ANISTw,TIO12udaIWATER SYSTEM COST MINT INONWOIIT PRIOR TOMO.MracossiRucnosON W Ct ( : `: - - WATER LINES AND TO RECE L%A)CITY OF taARD)STAMPED MPROIRLL ON CONSTRUCTION RANI w '- - -•--- I -..-.-_ 2 1 2 ME CONTRACTOR SHALL wrrtAINOM SET d CRY d TIGARD STAMPED A/ETONO►ARSON THE H • CO.4IMICTON SITE AT At1 TEES. > In N • • 2 Au WORK HART 1 SI A CORDANCE.RTN WASH lERICNS WATER WORKS AISOCUMONI STANDARDS.• m _ z ,/CRi0E L � o ~ D PAL WORK WILL II MEIOTIC AND APPROVED ON CITY MOJIC►INSPECTOR. — -- 1 i ��,-' S.Au PEE AND F nILHN06 SHIALL M DUCTILE IRON CBYENIJJINP,O,M VIEW E,MIIMACTWIE AND MACE M THE USA •. - .. _••-•••• ••�� ..`.+ - - PPE SHWA.SE ITTOW DUCTEE ROIL ClA8E 12 ALL FlTT C8)WILL SE (IEONAMCM J 88 JOIGT W JOIN 111RE 1 ..�-+ --'-+. -. 1 .-.. - /FASTEN i OTIIBNWSE NECIFEO. Q N 0 V /! GRADE . 3 z _. IV '.- aOMER FOR ILL WATER MIN INSTREET AND ITIGHTSOFANY emu BENT NCI( iSwulewoaaVEL. 0 0 O 0 . ir---'-�+�, :. - - ' 2C0 F ML WIVE OPERATING MITE NWL EE ESTHR Ir d FEMMED GRACE OTHERWISE VALVE MERANO NUT z In J U • Ex,_TI ti StURIM O ENBIDN4WaLOEA ANNE0• z 0 O p B 4 .:. �.. CD �/'/ /POURED CONCRETE THRUST BLOCKS OF AT LEAST BRIM SWORE FLEET OF WARMO SURFACE ME CV X V 1 - I, _, -., p::Q d G. _ I REOLIREO AT EACH TIE.C ROES.MID MO LOCATIONS(SEE DETAILS FOR MIWMUM MARRA MIAS)- CO a i(r }" . — " —.. i. - `9 I A PXS'X/'O,PAINTED SLUE SHALL BE INSTALLED IN FRONT OF AIRY SINGH WATER SIAM/ a . 'PROPOSED SANITARY LOCATION,MO REMAIN THERE UNTIL THE WATER METER IB INBTALLEO.ALL 741ICH WATER SERVICES ... . ... SHALL CONSIST OF A W X 2'IPT TEE MID 2'PT X 1 TO COMPRESSION FITTING AS MAMJFACTUR W BY .. .. I MUFILER COMPANY - _ a:• _I • y 6 );•d_TI $:1i.; 91I'E LJ lo.FETE HYDRANT ASEIABLY COMPETE OF AN r wow r RAGAS TEE,r FLANGE X MJ GATE VAL1i r W X M1 HOLDING SPOOL.AND A MOOERN MUELLER CENTURION WIVE IMPART.A429,r MI.6.1M'MVO,3 J • • .. PORT(2.2 W NET HOSE CONNECTION 1�%'MIT PUMPER).1 14 PENTAGON OPERATING NUT,OFENNO J •. -• ... �. COLOR YELLOW,,APPROVE°EQUAL MUELLER CENTURION A•A23.WATER PACER E2E0,CHOW _L MEDAL ION 1.4- • Ni. r 0 1 6', 11 EACH FIRE HYDRANT SKILL BE INSTALLED UPON A PRE4TOMIED CONCRETE BLOCK YAWN 1 IL CUBIC 0 • i YARDS OF COWERED raw DRAIN ROCK TARPAPERSi WILL SiLAID ON TOP OF THE DRAIN ROCK TO cr ... _ ! ....'..?... - SEPARATE THE ROCK FROM EARTH COMER CC a_ •. 1 < j < 12 ALL SPRIT PAY SEWER LEES WITHIN 10 FIST LATERALLY OR 3 FEET VERTICALLY OF A WATER WIN LU : - - .. :. ... N - SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET r THICK FOR A DIISTANCE OF 1I ON BOTH I— Q . n�,I SIDES OF THE CROSSING-WHERE CROSSNOS ARE NECESSARY,THEY PAM BE MADE AT Q Z • I. ' A►PROXI MATELY 1D DEGREES WITH AT LEAST ir OF SEPARATION BELOW THE WATER LIE. a .. - -.... ...- -.._::......'.. 19 ALL BEAMS WITH STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL Be TESTED AT HOUR WATER • _. : • • - .. • ORFhTE11TE11 THAN1 KO PSI ISSINLL PRESSURE TESTED ATTII�5 TIES 114 STATIC PRESSUREFOR I HORN WITH THE . • - • • • • ,I '- LIAl111R1M L .. _. ..._ -_ - SEE LE 4L5 Ili. .. •_ .... : - ' .,.... ... - : .. .' .. .. COMPLETION TRENCH uATEk(a• _'� o/sdsPSl ` ., _ LPON SATISFACTORY OP TESTING,TITS NEW BRINE NO OOTMCTONS TO EXISTEIG MUM SHAL. 1-Rl/F1,;;,:+HDRIZ. 1"1w2D' r �SEcFM1EOANOFtuSNBOWTTNFOTWISWATERPRIORTOONWIECTON.FuaHINGVILOONER01WLSIAT 0- • LEAST 2$FEET PER SECOND,OISPP/CTON MALL SI SI ACCORDANCE WITH MAMA STANDARD WRNS THE — --- STATE HEAL TH WAGON AND CITY NSOI INTE.TIICONTWIOI$FEEOMETHODOFDEMECTONSLwM 3+00 2♦60 2+20 1 i60 1+40 1+00 0. 0 O+ J 04,00 USED.OEINIEC1MG INtt1ARE PIMA N A CHLORIE•MWTER SOLUTION HAWI*A FREE CNLWRPQ IRSOUW OF 4040 MET IMau1R,MC PIN UTERI.THE°MIN ECT1)N WRING WILL BE PREPARED EY MA1Cl1lO A WATER MAIN N P RO r.L- CALCIIAYIOOI M N a D TO YPoanwTE M WATER SOLUTON IN THE PIPELINE AT A MEASURED RATE TWILE FRESH G (samosa)WATER U ALLOWED TO FLOW TIIAOUOI THE RMLIE 20 THAT THE DRONE WATER SOLUTION IS OF THE tPECuER)STRENGTH TREATED ttSR.OR NATEOI WATER SNWL M RETAINEO Ni THE PIPELINE LONG DIMON TO DESTROY MI NOIWOEJORM O"ACTIRIA TWICE.REIENIXIN PERIOD(12S 140INI AT THE END Of 14 24 HOUR PIROO.THE Waft 410 NEW A FREE CIRLORIE mao&OR AT LEAST 10.40 RATER - EATNFACTORY CHLORINATOR I ATIOR FLUSH THE WATER FROM THE UNE URN THE WATER THROUGHOUT TIE PIPBLNE ' Is EQUAL CJEMCALLY AIRC SACTIR I.00CAUY TO TM PIawIINT SOURCE OF SUPPLY. N E DPBPOSE d THE osMFECTION WATER IR FNAPPROWD WINER DO Nor ALLOW OURPECTRON WATER 10 ROW rp= IRO A WATERWAY WITNOTIT ADEQUATE MUMS!OR OTHER SATISFACTORY memos OR RE011CI10 CMLOIMN pgg�• / � RESIDIALLS TO A SALE LIWL Al TRNNOAIEO EY CEO.MtSR IXIPOEA.NOI'U4I1N0 d M DEIPEOIIDN 7 1 44/ 4 r- ^r I I E0 LION T)*E WN.L M ANOTNEA N 1gUR RETEN110N MOOD PRIOR TO/ACTIROIOIBEM TESTING 0 77SS Or P •e f 11 MCTEMOI.001CM TESTS NALL SE TAXEM 8Y TIE CITY OF TIGAND. rnOVA7EVTRITY• - INSTALLNEW - -- NR • , Np� II FROVICE MI ECLIPSE NON SAMPLING STATION MANUFACTURED BY XUPFERTS FOUNDRY.ST.LOUR, W102. cr WATER SERMC - I SHE SWUNG STATION MOLL BE 2*F BURY,NTH A 2M'HITT IFW11 E WON PIPE (MICA)) SA'S 1 111�FF W!!!A� TREAD),IMOR MIDI NI UNTHREADED HOSE NOZZLE_ALL SMPIPO STATIONS WALL M ENCLOSED IN A LOCKABLE,NOKRFJONMBL,E, I it qsormastar. - - ,1 tt 1 AWMMMACASI HOUSED WHEN OPIIEO.M SMrUO STATOR NEAL RIOtARID MOSSY TOR OPWITIDN. . �� THE TUT Sl OR TER WILL ROM IN AN ALLJRAM WATERWAYWORN.*ALL WORIN PARTS WILL N a SIAI AN l D It �"T --- "• �._ - ?lY AF 1 -�- RIMOYABLE FROM ARMS THE GROUND YRM NO DONNAS.A COPPER VEER TUBE(ITAPOAADI PALL EIN(E ME I ` SAMPLING STATION TO BE PUPEO FREE OF STANDING WATER 70 PREVWRT FREEZING,MO TO MNMIGE / - -- -- -- - - • w --'1SACTEMA GROWTH-THE EXIENOR PIPING WILL DE IRAS&AND A 1N'SALL VALVE MOLL BE PROVOEO IN RACE - / - , L - ' 1'. •.. • I' A A !A . OF THE PA'PET COO(ON TINS VEAL PIPE g giggile OuAL.REQUEST AND PAYMENT BY / III=Mkiiaiakdi ^_ , / I TAP IEOTHERS IOWPNMS) M/WATER METERS CONMCt O WATER PATERS WILL III INSTALLE0 6Y me an a TTONI SYSTEM MUST HAVE THE PROM �� �__ __-i�- _! SA I-<: t��.: L. ♦ AA LT u.-_- / !. K r - I CONNECT rEr OREGON STATE N'P11D'tiO MCIRLOWPREVENTION DEVICE NNMIIMd ADCVA pOIEIE CHECK VITAE _ PFTN r OATS VALVE Acsw/LY)NMI MLEO ON TM PROPERTY INN d M WATER MITER N ADOTON.EVERY NETER FOR i n 1 COII[RCW.NJLTMALILV,IIOUb1RAII,ARO I4TNTUIOIY4 SEANCE.REGAROUSS d SIZE RILL NAVE THE I I' ,• •- I,` R - PROPER OREOOH STATE ANSOND SACNPLOW PREVENTION DEVICE AFPWOWOM/NMUM d A DOVA INSTALLED e1 I I•'_. INSTALL r 46'MVO, _ r• 1 acne PROPERTY SIDE OF THE NETER.THE EACIIFLOW PREVENTION DEVICE EAEL BE INSTALLED MD TESTED I I' (DEFLECT Sr lE'Ff. REMOVE AND PLUO EXISTING BY THE OWN't NTH THE RESULTS FORAINDEO TO TIM NV WATER OMIIO L BEFORE WATER SERVICES CAN ,f I f i i SERVICEATIWILNE M� Illir,� '�L • INSTALL NEW SERVICE ` It.("ON COEYLETION OF MSTALLATOM OF THE WATER SYSTEM.THE CONTRACTOR OR°WHIR SHALL ADAASE 1PW �Y . ' I LIE TO POND- 4 { OF THE TOTAL CONSTRUCTION COSTS TO MICH WILL SE ADDED WI FOR INV MIPICTIORB-WATER LOSS, 'J l _—_ I _ • (iii 4 INCLUDE DOUBLE ll OLE1RAC.ADMINISTRATOR.IAAELIO.ETC.AND 2%FOR ENGINEERING REVIEW NOV NOVDM0'AI•MNLTS' ^' • CRICK BERRIED c•, -L - OM ANAGE,UPOATRN LISTER IMP MERIECTrtM NAP&ETC. I i •1 I METER.SEE DETAIL ! /S 1NB4r llEl*AIET,MALL BETYTONF D4OK 2E ORIENT,FA/T•ITE FLEXIONS BASEST.NEGA4.VO OR 531 ON SHEET IS I "$ (b o1R1IE APPROVED IMIPMECAL pn*ANT ON ALL FJGH.ON JOSITS,MINE&MO%ALVES.WE NO 20 FON T. ry I , I L ——_—- ,o- c o---•: ` '`4 I 'r _ ? IYRTHEROE7ASt _ I I .• \�`TIrI•` GIN 1s.DOWNnPE PR OtECTON LIE*STOPPING WORE F R EXTIMX�PEJeooe OF THE OR FOR THE DAY-IHI '1' • 7 i` I J CONITRAC tOR eN1ALL IKUG PIPE EIOB ro PREVENT NROOEMi orHTe1 eLMa1 ANIIALS.OR OS Ns►Nor BNTPUNO _ /f % THE PPE PLUGS USED NVLLL IS WMIERTCHT MAR SIAIHEAO/D UP TO Erna.11I)FIST --_ ._--. - / L• f1 '` 1 • ' KW----iW xM—nw•- ' M. H ♦R• . -• .. 20- REPAIR OF ANY ORANGE TO THE Cara FACNUTES ONCLUONO REED WATER USES,VALVE EONS,MITIA _ _ � BOLES COIMPMTION FM MO WACLAA/ML/ASE VALVES.ETC.)0U3YO CONBTRUCTON ACTMTES OWLS! -% . . - - _TF-J^ v RE3MOVE EXISTBq �E- MN0I AT THE CONTRACTORS WEIQI M CITY SHALL.RAW TIN OPTION TO ARM NW REPAIRS OEDEA Ste- M:CEEBARYToCONTEUEPROVIDING WATER SERVICE RDAs IIISTNICE,THE CONTACTOR WALLElSILLEDFOR -.1l`' �� '' 1 _--.. Imo .- T •�,'. ^,Karoo ASSEMBLY _ — 'I.1 ' �I c ---- 1I/NIIE BASS O ON PM*410IM1ERIWI �_' .,NI, I GATE VALVE •141 �1�,� - NOTE:OPEMTIONOP WALES M MI 11EMIO WATERER/MCI AREA NI MONSIBO. ;A &.' oY TA' CONNECT 7G D(ISTING SNUBal ' # i4: --�4k,iF yf-,.FIN'.' - - _..�- �Y ` a gar —' - • • • • • I 15 SCALE 10 I/ PLAN 11 - WATER illEGMII 20 0 70 z0 a0 / SCALE FEE- 21 Z ------•_•_ iol°Iw 7o er°uu" I •u2 1 p�rL.t,i!1 I }— p --, 4 L \ �:.T+„'p :�>I �.f�rMb LEGEND o_ LL' o PLANTED TREES 0 N7 J \ Q0elk 1 �_ U1 co p 1 I \ EXISTING SANITARY MANHOLE > (n N Q 1-5,22 6 YULAN MAGNOLIA(MAGNOLIA DENUDATA).25-FOOT SPACING, r ' 1 , ` / W 0 1e BETWEEN STREET AND SIDEWALK. :.. j - I ,.�• .X J ', / —la.— EXISTING SANrTNY SEWER m ,-VI rr z 16-19 4 TULIP TREE(LIRIODENORON TULIPIFERA),as-FOOT SPACING,4•FEET , - •1 / / 11� ® PROPOSED SANITARY MIWh1011 �, BEHIND SIDEWALK. • • N - .. \ / VA/r ` -BO- PROPOSED SANITARY UNE C i O 6-15 IC PAPERBARK MAPLE(ACER GRISEUM),15-FOOT SPACING. ,. •` \ ----•.. �/ ` ® EXISTING STORM ALAI OLE X {n 3-FEETBEHINO SIDEWALK - .t.� -• J. �� \, `` *1701A -0 EXISTING STORK INLET Q NI O 20,21 2 OREGON WHITE OAK(OUERCUS GARRYANA),LOTS 4 AND 5. •� r% I \ �— DUSTING STORM SEWER } i f I () C I— ADJUST SPACING AS NEEDED TO ACCOMMODATE DRIVEWAYS,FIRE • .. '• 7 117 . PROPOSED STORM MANHOLE (!) Q -- F.- HYORANTS UTILITY BOXES OR POLES,UNDERGROUND UTILITIES, • 1 li}f1 U PROPOSED STORM INLET Z --1 0 STREET LIGHTS,OR RIGHT OF WAY CORNERS.REFER TO CHECKLIST • I —R>-' PROPOSED STORM SEWER Qc z FOR SPACING REQUIREMENT$. - • •;. © \ C N X T • 1 ® EXISTING WATER METER 00 < • - • "y \ EXISTING f7RE M'ORMR ~ (/),. TREE PLANTING NOTES: �� • / —1C"— EXIssING wATrRLI11E 1 NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY PROPOSED WATER METER REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STANDARDS IN _.._' .' O �_ --w— PROPOSED WATERUME Q THE TIGARD URBAN FORESTRY MANUAL.THEY SHALL BE PLANTED IN • _ _ .. • / ACCORDANCE W1TH THE AMERICAN NATIONAL STANDARDS INSTITUTE ` • '1 . _ N PROPOSED EL.OWOFF z (ANSI)STANDARDS FOR TREE PLANTING(A300,PART B)AND ■ - • / 1. S ,r,,• < �7• ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE -- "'"-} •'4.: / `\� \ �' i OUSTING UTILITY POI! Z CONTRACTORS BOARD.NURSERY STOCK SHALL MEET THE I \'.' - • I EXISTING POLE WITH STEW LIGHT REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN I - ( LC .JJ FOR NURSERY STOCK(ANSI Z60.1)FOR GRADE NO.I OR DOUBLE STAKE `� TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT li , I Q PROPOSED STREET 1 ! IZ PERIOD. I • ` © y� ��- .,I �►T I I •2 / �. l� PROPOSED STREET UGMT W 2.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE '- '•� 1; w WITHIN 5'OF ANY HARD SURFACE,PAVING,OR UTILITY BOX. , �'_ MEW 1ilREET LIOM LOT! r ; \ DRIVEWAY LOCATIONS MANUFACTURER'S SPECIFICATIONS WHEN A STREET TREE IS PLANTED i 1 �} ` �/ \ PO!PEDESTAL / .!�, I--- 3.IF NEEDED,IRRIGATION TO BE OESIGNIBUILD BY THE LANDSCAPE '`-J - \ '` a • \ , Lot 4 . ® INS L.LI CONTRACTOR .. 'I 7 r• `: , • ` O- -- T 'at I/ II- 1— Jt • f'� A� '=- - iir �`. 7 ®; / SITE ADDRESS: • rl�w—W—r.L W— ` ; 8725 SW ROSS ST. �' • E i', 1 LOT$ (/ TIGARD,OR 97224 1 IPIETALL NEW 26130 DRIVEWAY • - rcL� 0 PAO AND CUR6CUT _- - ¢I I, ecI -- r ,i -': U r a'`Gal .a. A` \ rk � I 1ir jt , r, -4 N>1 IMMO O 1 I ,, , 6 F o ,• � I ,� zI -5 w —� e i ', .• , -/ I .1 LOT t -~ I I G ME V/1UlT 1' i / �I _ •� l � NEW STREET LIGHT -- -7.1.1i/s I 4 i • V Q - j (�1 20 10 20 14. \ • Lill I i _. 1 7 r RIM•RNA ull•P, s '' I .1N�.ay r-•.. 1E l I`• wAtte uva 1 •1fill I •Il.) i • \ 1 \ -14 i • - I / 1QP IINi j ,,„,--- -:• ib1 I - t, A ,�' fi a _ __ �_• . m •nrlsla r+11r� t -,'.. • • Nil ���-N - _ ���i INSTALL NOMID p -- -SIDEWALK Wtl11CADE J Rp7P1vt.IXLEP` t ,''SZ , •��, .. •.• _ _ PPIUSI0• I_c - .1D[0•' II 17•'M III IN.•1- ` a- .z+--- --.••a.r ;?Y -.�u Ir DV t11 MIA' t It IY W DOI 197.14' I17.VW(Si I%1• • tt\ p,l lw 6.9s' ��%W�—XNI %W XN- WA -,1 , --- -- -Imo,, . x W R-05S $ IREET > _ -. �1 ,,, \ A P� dC/ 0►r7•NI . 1,- Rut. H' \ ////�"�i.y ItR fir PAIN1 t07.IY .4- ♦ 1'1: 1 e.1_ ••.1' 0111)MIX- PROTECT EXIS IINA h r SHEET 11 / 11 V 21 y I y-¢�-p� •y- - Z _ T T 1 O/ \ O o I LOTS 1' O O �- V INSTALL Z L1_I l� w_ 3rd st STOP ® ® ® + ••••.....• OPBAR MOPLASTC LOT m O 1,1 ANYTMtE ANYTIME ANYTIME I / t .� A44 ID to 20 J y 3 -.�� l� co O 4,-. — ~ O iJtw 3rd St - - _ • oI LOT Qx00 ° O r • -INSTAL.NEW 20410 .�i, -� DS1(St44 td81 - - • DRIVEWAY PAD AND r \ 0 in 1- O CURB CUT. - O 'S 0 O U 1- emrlo .&'�.o SW Ross Si sw Chandler Lc aw 83rd Ave '• _, CD N x - T 2 la Wynate �� NOTES Q a a 1 ALL SIGNS SHALL CONFORM TO THE 2009 MANUAL ON � I^-- WI/WV wl/011.3043r) ING LEGE D A _� UNIFORM TRAFFIC CONTROL DEVICES D THE COON - - (� . �,O a'i- PERMANEyyTT 51 / \ 1 LOT 6 s tlr� r • D i. ^.4 -S 0 a e 1 0 Ir , It t N re We ii aft-, x '0- 70 : seen 4 ,i. rt. ,W Ss .•\ > .:f '.Li �� • I 111 to - &its as 3. CO 40 a el* 49 IA is sa , •0, IT ° J wilt to ¢4 uq I es eo t Sr+r4 g rytY y u el Ln ti .d':: , t • .XI ' I wA N ssts rues e lilt,it ID e}r.t a 213- f r 0 (���/,�f prOL ..:°•+' • i • i z �/^ :( LOT1 . )0' I� Q C1 - sense rse - -Ca Z '. H NOTE CITY STREET NAME SIGN BLANKS ARE TO BE - 0- Lii 7-INCHES TALL BY THE WIDTH REQUIRED BY THE +• -� e• •' 1 .• 0 STREET NAME ' TRACT A ., z LOT 7 0 Q J L General signing notes_ 1 -- Typical street name sign Installation ....,--Typical street name sign - 1•. Q 1)Contractor shall supply and Install all signs,and is responsible for j for local&collectors intersections. Installation for arterial `i staking edge locations and obtaining utility locates for staked sign locations. I - i A (i)---) a INSTALL intersections. A •Signs shall be located per typical sign location or as shown on plans. It Is SIGN@ SICNO of56t4 op r OO THERMOPLASTIC the contractors responsibility to verify the final street names with the I ,l ��Op gqq county survey office ai 848 8723 before ordering and installing street ` Of wail d,-t,{ _v_ _- _ ___. __ - . name signs. �µ0ro(i N21 d•SL Oise CI W" • fibPil t� 2)All signing shell conform to the manual on uniform traffic control SIGN® SIGN/ 9,d y- f f 1p i°i1 su9• f devices and the county'&permanent signing legend. - �' f pr_ af'r ! Yi!LG - ' s 39 xo Io-w m7.39 ° 13)Street name signs shall be• (Verify final street names before ordering - Q�NW°- t1Gt1E _ f and installing) , . ' \` �, /� %� 1• \ A)For local end collector street Intersections-six(6)inch 0.080 Inch flat 1 SIGN@ SIGN`/ ! - F f' blade aluiminum blanks,mounted on top of post with special brackets. ►I I •-• j - j _ I a Lettering:four 4 inch upper case series C.Pre-(fixes and Suffixes: three / N brzo•ra•E ne.et () pP PERMANENT SIGNING LEGEND `\ ''q` (3)inch uppercase Series C superscript for numerical street names: two } (2)Inch uppercase Series C Layout per'Typical Street Name Sign Layout' install new sign -. N two(2)sided Install newsl n ``�8b �� SW ROSS STREET s I B (N)on new d i' w B)for arterial street Intersections' nine.9)inch 0.080 inch flat blade (M)Support f .-- ` aluminum blanks.mounted directly to post with rivets Lettering'six(8) ( Remove existing sign(N) - f C 0'° inch upper case Series C.Pre-Fixes and Suffixes:four(4)inch uppercase ��V Sign Tree--_,j f LEGEND Series C Superscript for Numerical Street Names:three(3)inch /r Remove existing sign(N)and (hi) - ' uppercase series C layout per-typical street name sign layout"one(I) support MAJOR Vc aided.two(2)signs per street name. ® Reinstall sign ( )support $I u� $ (N)on new M f � DRIVEWAY LOCATIONS c C)for signalized Intersections: twelve(12)inch 0.125 mm flat blade Maintain and protect existing sign(N) 1 r h I i aluminum blanks,mounted to mast arm or strain pole for span wire I �' _... and support TYPICAL'STREET NAME" RI signal systems Sign Tree Sign Tree Q Lettering:eight(8)inch upper case series C Pre-Fixes and Suffixes:five Reinstall existing sign on existing support SIGN LAYOUT NOTE: 14 ._ F (5)inch uppercase series C.Superscript for Numerl,-al Street Names: n CROSS INTERSECTION TEE INTERSECTION N- Sign number Sl shown with broken layout"four )oneh 1)sided with border Material for uppercase series C La.yout per all strepical et ename srlgns per M o Materials.options ate:f v borders dais ere existing. TYPICAL SIGMN,S OCAT(ON3 pry 1 encb and rivet both r U] " 'signing materials'width of sign per below tables for six S. Steel'telesar • s na to ether(B)and tibia(9) P Inch blanks.Suffixes abbreviations per 'common abbreviations' 8 Inch Blanks(Ilvo Sided) 9 Inch Blanks(One Sided) Signing Materials Predrill on I'centers-� j-STREET NAME SaGN BLANKS e• Q fi of Characters Blank Width iV of characters Blar�t width Stop&yield signs Encapsulated lens reflective sheeting. for riveting to post (not indud.prefixes (not includ prefixes School advance end en -Tng signs Prismatic lens yellow/green reflective t 1, U and suffixes) and suffixes, up to 6 24 inch Up to 6 38 inch sheeting 1a�g'Galt/.or a Inum alloy washer s/g•X 7/e^Drive rivet r • 0 Street name signs Letters-encapsulated lane sheeting. 7 to 9 30 inch 7 to 9 48 inch �H `r-•Face sign r�pp 10 to 11 36 inch 10 to 1 l 55 inch (cost&overhead mounted) Back round-engineering grade 111 12 to 13 42 inch 12 to 13 6l inch All other signslpost mounted) grade reflective sheeting. L_ ,fig Overhead signing Pristnotic ens reflective sheeting. 1 ,J/� over 13 48 Inch 14 to 15 68 Inch f Anchor sleeve 2 14" (except street name signs) For Mast Arm Street Name Sign Letter Spacing Use ODOT&Standard& X 2Y', I B'deep W Typical sign 814es Common Abbreviations Stope! ns-30'x30" Anchor sleeve 2%/' al AVE-Avenue LW - Lane ST-Street Speed signs-24'x30'on local streets (Ihe word'limit'shall not be used on r ' X 2 Y,',36'deep , BLVD-Boulevard LP -Loop TER-Terrace speed signs)30'x38'on collector and arterial roads. a R �� - CIR-Circle PKWY- Parkway WAY- WAY No_parking signs-R7-2A is standard,with a R7-201 12'x8''Tow Away Zone" /�A L J Anchor sleeve CT - Court PL -Place 12'x18'on local roads, 16"x24"on collectors and above,When arrows ate ���,g �' te 2"X 2", 12'deep eV "t n DR -Drive RD e Road used,Signs at both ends of the zone shall have single arrows pointing In "'eR Sieve E) r " ` W / 9a X/s .. 1 4)Posts a minimum of 2 x 2 inch x 10 foot galvanized"unistnrt the appropriate direction with double arrows in between. ;✓ Drive rivet r teles ar"or 12 gaugeperforatedposts or approvedequivalent I Anchor ,,l� P B 8 Pq "" '.-.1 shalt be used A 2 x 2 inch x 12 foot(min.) 12 gauge galvanized TYPICAL SIGN INSTALLATION rh l:l: unl trut telespar"or I2 gauge perforated posts or approved Drawn:"ar Redraws: equivalent shell be used when a combination of signs is more siewinis.feressiseeriateinsiatemaili. s,'T. �'R •„� _t City of ringDiwego PERMANENT SIGNING D�'n " e:E T than 36 inches in height.Sign posts and anchors shall be installed Engineering Division Cherited:TT Up41e:ERR per"Typical Sign Installation' No other type of post shall be used ��" - _ _ 12 ��. cq scan rs hsie abed i.,n. 3tde:y.T.S. Upf.re Ch«k.FM 7 unless prior approval of the county traffic engineer Is obtained. DRAWING NUMBER: S9-01 Safe ells oo Deetpdale L.L..rs /� 21 - Z 7r VC? O l ' d j ` DMH—A1 I o1� DMH—Al � ' � 7 �f Z ,�.1 p � I ••/ INSTALL PERIMETER / J pia t 1 41y J 1.1.1 O FENCE(BLACK TA I: a)O - . COATED)PER DETAIL ' ' STORM DRAIN LATERAL S"75 l- V . • 740 SHEET 17 wir FROM EXISTING R^riF > 0 } • •' ` DRANTOPOND N ••• • • •••• INSTALL STILLING 0 e- Z • •• _ N BASIN SEE DETAIL •) V) r- D .•• • LI- .• •,.. ON THIS SHEET tn 0 • ��• • .••••••••••s ti SEE POND •••••• NS*ALL r GAT! J V)~O O •••••• SECTION A aOVTFALL ••••••••••••••••••4••. SEE BELOW FOR 4 /71 0 I/ - j Lf;02 co Q I •• r•••••••••♦ •,.. OUTLET CONTROL t p•4• ••• •••••••••••••••••••••••• STRUCTURE DETAIL. • vw Q • �•iiiiiiiiiiii• ;; ? • ••• •• •••••••••••••••••••••••••••••• �� :44 INSTALL STILLING / •••• r•••••••••••••••••••••••••••••• / /� BASIN SEE OETA1: • • • •••••••••••••••••••••••••0?4 ,'. "'.//Al / ON TH$SHEET IIIIII—gl91tl - . . �•' 1 j NMI ,. , t; �., "`' o f // �� I DOUBLE 3 FT • / 1 I• `; --J O - 8 PUE GATES // o/ �- I LI j � .4 44 > 4 a o 4c. ' 1 a b , ` �/ I ' �L a • Op 4 r A .e a P d ' �� I . a a Od n / l LA HORIZ: 1.' 10' HORIZ: 1'�10' VERT: 1'-10' VERT: 1'-10' WATER QUALITY & DETENTION POND PLANTING PLAN DETENTION POND PLAN 4'YS'.26' CLASS 130 ROCK RIPRAP 5 FILET • WATER QUALITY & DETENTION POND - PLANTING TABLE ,=,_/,: 'PIPE 3' ;-.=.: i .•=..: '-1 ASS 1 G: P••••••••••••••••••••• TREATMENT AREA O Hw er�- ! ! ! ♦•••••••••♦ )• C7 Hn - • !.�W.� _INE WITH ♦.••••••m. E= IX W Iu l I i••••••••••••••••••••• 498 S F 8lSF co O f c� 2 z o 1_ : - B ............. 3 W O ce , 7 Z L-� FABRi�5 =2,976 PLANT a O r m, Z41 Q E r0 N z Q xo• .neeo.•>.se•,00 9.5' PLAN VIEW SECTION B-B F PLANT COMMUNITIES u°i 0 c6 3 ,r' 71 ce i n E a 40 La_O. ,, _ __-- �• _-- ' %1 ROSSI SEDGE(CAREX ROSSI) 744 _ HERB MOIST SUN PLUG - 6' MASS 'm — T "• -' Hru ° —�a •} }�a SLOUGH SEDGE(CARER OBNUPTA) 744 HERB MOIST SUN PLUG 6 MASS .• =^ - • II El 196.6 w CREEP•.O SPINE RUSH(ELEOC71ANS MICROCARPU6) _ * •��..r...T.i �I�•• ���1 _ - 744 HERB WET PART PLUG 8' MASS ___ `• - '��'� SMALL FRUITED BULRUSH(SCIRPUSMICROCARPUS) 744 HERB WET SUN PLUG 6" MASS MA rr��.ti titi•. ja_-- r� LINEWTH `•-!-• •" r- - _ •�.•--.�_ ,n CLASS 100 'N'� -,s+ GEOTEXTILE �:*4.i,4i '" ROCK RIPRAP 2,976 FABRIC . HORIZ: 1.s5' 4'CONCRETE SECTION SETWEEN POND WALL HORIZ: 1"..5' SECTION C-C VERT: 1 �5' AND CURB PROVIDE SLEEVES FOR FENCE POST VERT: 1»-5' 0 z • • . • MID SLOPE AREA o N POND SECTION A ROCK RIPRAPT STILLINGSCAL BASIN ••.•.••• •• 1075 SF@0.05/SF= t CE . O CO _• • • • 54 PLANTS j co O 0 O Z O H ~ r OR FIDE DESIGN U J I- •(496 SF+1075 SF)0.01=16 TREES 1, 8 r 2 8 a' Z d O Q Q 0. O �f N1-DR'DIAIE197 — PLANT COMMUNITIES N v a �' °". B EI_ 2D1 #2-3'DIA, E 1977 CLUSTERED ROSE(ROSA PISOCARPA) 27 SHRUB MOIST SUN 1 GAL. 1.5' CLUSTER 6j- `1 X3.2.2 DIA E199 s 1I` DOUGLAS SPIRAEA(SPIRAEA DOUGLASII 27 SHRUB WET SUN 1 GAL. 1.5' CLUSTER71 Ado we••r••r r•,•r+F••••Orr,�• .` VINE MAPLE(ACERCIRICINATUM) 16 TREE MOIST PART 2 GAL. 2' SINGLE r owe 1wHl Rrr r°•►'• Too Wool to I U �® w•Nr r'.r v rt h 2G0 W%IMUM WA1ERSURFACEELEVATION,l�r•1f rov v v `. 196 3'MINIMUM = ' O • TREE SPACING=50 FOOTAGE x OAI:SHRUB SPACING=SO FOOTAGE x0.05;GROUNDCOVER=100%AERIAL COVER ::'w rwkplr cr•vw ee war Ivor r rCO Urr,rkY wlr Y•I.1r r•r' F'.rt r I ..._r. }� STORM • SINGLE=DISTRIBUTE THROUGHOUT PLANTING AREA.CLUSTER=GROUP 3 TO 7 PLANTS IN SAME AREA WITH HERB OR GRASS IN •r,ollr••r■rk", ° STORM ouT BETWEEN. TM HI•�ns••rr tarp 114.10:„„pI ' .na.na t97.85 J • MASS=PLANT DENSELY TO FORMA SINGLE STAND OF THAT SPECIES IN A GIVEN AREA. r,y l_........... Nona s Ili�� - \�� 190.8 LU ALL AREAS OF DISTURBED SOILS ABOVE THE TREATMENT AREA OF THE WATER QUALITY SWALE SHALL BE RESEEDED WITH THE ` e•.•..yrA• ••••••Y•rw °•'"`yO1e'•`•"'b" I ' 1 A PLATE ANT. b O �\\�s /_�_ O •.a artrh••••r•a !1 ,w..oE.'SEE • \., �}.� /�� s.0.l°I••mv vneirwrunbrrw°-rr•A•ep• DRAHIND NU 730 , FOLLOWING SEED MIX.THE HYDROSEED APPLICATION RATE SHALL BE 120 POUNDS PER ACRE, Hr Loa,l•••I•rtR.•rrur ..r.•zkw•knrw•rot ' DRAFT'4 e • n q wl/. •rlrVrl A•• VNne•k•W A0.0w11•R•w•Ol.sk: p SEED MIX FOR MITIGATION/ENHANCEMENT AREA: -ter •414..•I7••-Col..• 1 w ,•-° `- -' .wr na cra•,n1au°pl r.,rr.em.•� ci � K� ,? ^w,•-re.r•r.Iw SEE DETAIL 720 SUNMARK SEEDS-SUPREME PLUS SEED MIX: e••wr.4.ol .NW world!e..•swr.e a.Nr••w•+► ) � s DWARF TALL FESCUE FESTUCAARUNDINACEA 40% r,r•rr••rrr••• 7.T•.•.em•r,..rro.rwcofTd•R•.I•ka a' SHEET 14 FOR k••r• grV.•w.�nyr.r rrrpn••.r r. °-,4 4 c, DWARF PERENNIAL RYE LOLIUM PERENNE 30% -,,.. STRUCTURE DETAILS CREEPING RED FESCUE FESTUCA RUBRA 25% •f �G,I WITREVERPETAYAH6WALL r'i t. I y I • HIGHLAND COLONIAL BENTGRASS AGROST1SCAPILLARIS 5% mar I••7 � -• A =. A 'a .I. ; •+.p• SHEET Z �� - 13 ,-: `• Etrl, OUTLET CONTROL STRUCTURE /� 21 NOT TO SCALE • _ 0 MRS r:: '�f0 BAR If - - - • ■Vr z W O IA.L MANNPE�aFS SIYLL A raw n'AY ` \ P'ArN,N m PR•TOIWExNrs Fr Ln B� i O cL OF ASTN C-.16 YD AAALKARI / � p1.3.3 Or MAdF Na Hero.4Ya.PE t „1 i �^ V s- uro wREt Mt NOr m Er® e- eE-. =i'#� aI.R.Irt Yo wa � (/� RI SIP OPAn10 00..n . B V/ ^' i PAovEE vEa.L oc,u Fw wTrET no* • t CI l I 'rw ntEm.w,ic P. I rAq a als .H. L11w. _ 11 JWTLi A- TLLR V.Ay PA.r HAW CW°POI •�.'r OD k_ ____N- •Cp���wuy41X WV 3 � ��,w• SECTION A.-A /^� r�� Ct TiOCi N,JV a1'YM 1.1 V �...1?YTS '� AI��A + . .NtI CD C I 11 N WICK. N3.Cr 1/T•P4 PT JON /O��l 1I21 V PROM 9WM MI.ry+tlLAE 3-0�- x ]-P� [%RINSpr JDwT I V O ..;ter ■aNawln(MOW Ins a A-J nuns ETw.> SECTION A-A BJ _._� �., 1 i SUMP TOWN£REOURENENTS70 TW„bA FAtE a W,InA tj PLAN•" • j • :. $SIC' alir0+WII PLAN VIEW. N Slr' o^11GL0.� �_ .:. ,:.�• PLAN Z L") _ I Y wIILN 561 d Nr.Ar uatll■ ['.10Ra'u CUTTER v.Cue.RSET to0mp •.P9.Pitt JO' �j J}�M1M n.qr 7 e:• I\ 1••• --_RT,fM.AC WaID■YR W I n0'A lwE • i,(y-s Q P"P0P-PACt OE W e �� J �e ' W �1II Ill �}11 CO < AAATILT MY GWM14 111 `.YI ' �I, __ YA1seN tr I I i W `l .1 MICt CM WCilC MW Par•Y 1 OR A.TINEO MAL , _ WY LpT,o.-rAK Of wTiu ��. I �� A L-�� WSlT V �E e -eACR-10,T0N or .'wINtN I, - 9 . �j/xaU['y � SECTION s-6 ML ■L,�.Aa■ Yc11UI a-Y �i .` ' * r I I J �Ms,AP .l .� �. •:•, I .. . . .. •I 111.aAa1aR°�HAT OM y-Nw 1.110,111 - Tw.a. :1T e�iriin�i.un �b� " i r'' Ma v.AP.AAaIei1 J Nm 31 V•' 1rm wPl■r.arsc -(ew--: - I I!r >.' + SECTION A-A SEC110N B B r4r .rFRONT VI W 1iI1iL �I....�� EM D M. -f Wu r preSIO ,0.� DEPRESSED W TTER AT CURB INLET 1. A11L PRE coot SEOTIONS SHALL C04,0.TO KQAREYENTS K ASTIE C-sin // W uANPIXi a.M1TR r0 K DEIPNMW I t. RSIALL S■YCn0E ON i 00 OF I'P 3/A'-G-10.1PAC,TD EASE NATFEO.L. I -"- �,i4YYRR MOMS: TY S orA0.T4 vI£elf 0.n• I ALL FABRICATED METAL PA011 VIALS E KVA STRUM -AS10 A-36 SIEEL.AMo OE 1 PRE CAST ItOnToi0EYC1i sic.sr 000 uEEPPL ASTII AITS 0AOE 60 CO WILCO 0 I ".a Q 2 OuRIR •r. I+Oi-P'PPED 1A00001 ED ATTER r012ICA0ON. ties TIRING AST,/AAPT - - - 00 COW MI 1M r C 10 C.2 ALL AW0E0 N PUCE CONCaETC SPACE PA.A 11 OAT S,ROTCM Cr 3000 P.SL - AND A SWYP Or a-TO i ♦. Pa P■IRm N PUCE CQKFER SHALL PAK A]A OAT 01"0.6111 Or 3000 P9 AIq 3. INSTALL SKIPS wIr INST.dICE'ROBS TOP OF In TO now IIIE OF PPE IS WEATEP TRAM SUMP OF t'l0 A'. PLAN Ar.SR Sm.DPArY.O 110.100 SFr Fon,STD.1ST MOO TOP of GAZE.0 AOC,NM L■OMMNa 5. PRC-CLST SDRKµ1r'S eCta0R1M114 TO O.0.0.1.11l'E G-2 CATCH PASaI E9O+/NTH PTCH CLAMPreser.DETAIL ..NSTAu 56303011.41E0 aN UP..0,r D• -v le O-r.AIPACrID BASE W 1EWAL WI TOP ARC AN ACCEPTA■L AL,E•NATE ALL'•RATE YATVeNs SHALL IAEET CNS 1*31111 NO ORATE 11NL=Ks STdIICINtK AAY A-la RAT OM SRIA P APa•pMn rwu- ((yy N.S e.)2'YA■yTY WHORED wR+PS1RR1 PT On'APPROVAL•TO A100 CONFUCTS WM CASIMIG STLROAR05 AS SRO.d cum.e100 1..1- �Y,unrs - DITCH INLET WATER QUALITY • INLET CATCH BASIN CG-30 DITCH INLET aeanV T Services FRAME AND GRATE aeanWaxr Services (f MANHOLE (MECHANICAL) C lean s ( � Ou....,dAn Y.1w.. RrSAX9 Os-oE DAr w.N11wPN.T... 3010-5D 05-07 D.,....11.•AIna.N. DRAWING NO.e0W AEPSED 1t-K O•rwukNM N•l.r. °RARING NO. 240 RntSED 2-06 DRAWING Fro 330 f- .- f DRAWN;NO.390 . • %rI m 0Pt"I o� ;Fall e R PNAP. t- .v Ii•.RRn RACE I O•3Owt TO a 3 p 1 Q •AOCA FIX,P.A.Ow,BE AA,aULAR N STUPe W r.W'Hirt 0.V n.AArR taa t y r= CC h y ] F. b If • NiCIOIE SS Or A SNOLE ROC<!NALL NOr Co LES6 nuM ONC.TMRO Ile LEIgM _IT b S 6 I a i 2 ,-,S-7A'Ii-- •ROV0DEO FLOC%Mt',co OE ACCEPTEDLME69 APPPCNEO or n•LEb,TULT e 3 Rip-RAP INSTALLATION: _ E .ewNA o uv Mr...-MT... ES�.-4.t l I ; F __..._- •E%GVAAC!ELOWfMSN ORADE TO 0E9SH 6 ME 00 APPROV[DDVJN K A,,ab� ,... Y O ..... .a I - .T ^ r ' G 8 [ / -- •Nmtu1 NovtN ao,EA'rxE rAefDc W I �'\ r.,� �'Pme re. 0•FlOr P�F.AIw 10 1 f •8 l f• i +� 1 i •PLACE PR PAY TO fN16N OAAM I! IIII MZ.d 41 LAM �� -11■' 4A4 o:4%r'. 9 !32 , 6 • i ] • I / i In S {{ I ; g t s.wP TA.R 051A_ _� � }P /� .:',.,., 3 [Y p 5 i. 1 •011ADE RNUP 6NA1166 MCCl1dS AlA 6QE OF POC%ACCdtD1N'110 TM fOLIO'MA. ! ! N.' ME1 fY.JP:' EP, - MATE' S+I A' i[ '■ P fplAEp w f w 1•.NSt1 T 1 •MIN.-r{ I.�y 1 yi r 1 • Fi I f I� -- I. )L CLASS CLASS CLASS CLASS cues SRC MfwI•"'a3 lSirr+wit n 1r.11 �.t'YN. .T I AN ow. ?8 S I a E p I �I' ll 100 T00 IN 1000 ' Jw.as L PERCENT W -- . TA "` I t• W[NINI OF ROCK(LBS) (DT WE[ONE) • mn Iooeb mnl.6 ,ae6oP xDoo-tAoo m I . .nMw.• F »u 6ea u6-eD eoo-xaD Iaoo-roo MI �. e- ) $ I ' S �I �•mR l,, 1 111 212 toe mono im.o .0 •I r i• tltltltla I 4 70 2a CO 20o ao T+ . 1 a£CD011 A-A y �� ilia 1111111=111 i (lAYP DEER: I.:•1Q.. 3 t it ap1 . I-Y:N. Y-1AT M ..., I _ __ • .1 Yr.4 STARM STEW I �� E� "- pk EI:17110 VOTES R-PLA MAKES ��TATA ArP.�rc act 1.wL TIT TAW 1 16! `'}: iIC e OPT.ow.a a 1 1. CdPECPNG PaE AND RI SHA,1 E i•Tr,M 1-AIM.. BOO M A5TM 3J 54 P1C,ANp Y CRC SEE LARC9t THIN ME COME ORTOI.0. r g ii 1. CRITICE OK.,SHALL K 1-PAUCTEA. .AAA 3S!'1 p S i 3. STRUCTURES.41 CCNTORP TO ST.0.0 OAAW+ti KO'n NTCN PACT. 1e f [ I 4. fO.6 E.0 CHAR S.P:L Cat acoo TO STANDARD ORAN.NO W0•DIRT•ALT'BRAE �' eII�1a1+� TIRE 0•.ICr...KAMA E. �1 'Sp.. .5••(m vA+0.0i•.�i3IAS al MO P PLATE AID a.ErE SHALL E KCIRED RUVI AGAw0T WALL,'.STPIICNK AS A•YR01ED, 9'+'-Y N KIJ IRK ). • • E S' TUN'( S, 0 YANTAI 5000 ACCESS REOLOKO i0*TIN I0 OF CENTER P.03M S,•OCP.RES KK r+ � Sq A.111iSO'•L J. FOR APPROVAL a ALTEMI•R STKKNKS SCE SECDC.. .. .• •C I OUTFLOW CONTROL ORIFICE PLATE CHAIN UNK FENCE RIP RAP DETAILS STRUCTURE Clean er AND GUIDE Clean��tri Services AND GATE deanW� Ser al .%m3Q •Imo"' vices .1 . %Vaal -a Oa.�IN..tYi ■01E0.T-06 R.rW..N1 . .. LPAf0N0 N1 a. 2111E 01 I�• NV • 1 Or.�•�NR.I.n. - `.1.j. `�� ORAWW N0.i20 DAWNS M TJC - - f S NOTE: FENCE TO BE A•TALL FENCE FABRIC TO BE BLACIS Vent COATED FENCE POSTS AND HARDWARE TO BE BLAIN( PONDER COATED. ` SHEET 14 a 7 - -- _ c LP-Alt FR.TE AND COWL _ M OVER LEDGE of Al LEAST� No Es PLAN r N sons - . .� 1 Ig -r� , ALL STEPS SHALL coraoRH TO NE 01111 nR i s Eu�i_ Q LL1 • y REWWE N rs OF ASN c-ATe \ - \\T a Mt�r� _ _ � _ z.HA/THOLE zsr a[reek.No I• CLASS ••6•• CLASS „A„ �y KNOCKOUTS Al ].ALL TAPS PO.A uNtvOlt SMTx1 CC BE C<T.E SANE DE9C01.11AL.0 1- j__ 9If.DPRNO OF UNe1.1000 SnA1 MI+ //1 1 lS tqi PFRWTIEO) v' (� • �` )�{ I-i/e- °' - PPE 92E AS SPCOT[D SECTNE 2[{W PLACE i•\ WV.EACESS HATYF moat. AL CI �/-� ]SR 9ARr.CE PESIQTaiTO. (.f s- ' • "_` }i _ AGAINST RUG It/BADTTLI I Ma TRENCH 10 AUOW m i _}3/a''^ m PREICHC PLUG BLCACff 5 SPfC61Cp TOR SETT�t£Nl (n • • 'A- 1 1 !P 1..CR SATATUIT 1 '#.I • g.....Y 2T mai •..a- ° wA T AAU"� +• ,a.. sltr_R YAti _ ''INTAAISt ten, ..'Y ( '" en O T TOP ar MST SIT/ - i I. *• .•7 C. ro lm O CASING. [,U i3[[ .lp ARID No.110-BA/ST 1• - - II ..•..'o 1.rES 3S _� ry� I.roe rrtw CONSTRUCT,..0 see[SDP,AND voE sraeu Iro¢wr � 11�{11. 11�1 \�' /• ;ATA N NONASHAP t TO-3/4• Ma 1 MOTTEnws To e•Jut,tD'TAAHTS SOT.:1 OE WM FACTORY \,�.•:';• •• _'":' i.�.c11'LI A..}.11�L 1,I` Q C\ _ !. Iti tx P.mer+lm'rcE'nTnvcs UNLESS omuwsf rrPrto•co. �:;.'�'•_' I ��rpo spl IM[nsrro J • --r' 1.P C AtpnAi SHALL eC trTf CF THE FCLLOAINO OCTES: _ l Q1rnC A103(Y.oo f rm ^'�r�r"' '.I ..._�-_� A PM ASN-30J4.ASiY-C-B00 B][COIWACRW WL LP1•T.ppl P0.1011 m frLAVAT(N. LT . p f „ n i CONCRETE rafWc ors Qeis�aio 2 2A• co w as • O F-- I. AU PRE-CAST MANHOLE SECTS:INS SHALL 50.0T a TO ME 110$- Ir SIT M - ,�_. S . C REDIa.EYENTS Of ASN C-4T0. -9N r \ ^ 1x• S1O. OMY T 1 , UP.STORBED i ALL PWRCD N PUCE[01.OIErt AanL ryA1(a 20.C. v v / • a I 0�A-]D00 PVC ASN 94t _ - ST1rJ:Gn1 Of 3E00 P.S.I.AVD AWP Cr 2'TO. E.ON W ..AA ASN p 1Ta4 fAR1H ]. All ASH fS SHALL BE SEALED TA.PRE FORMED LAS,f19 SfAROND WCno COPOLYMER POLYPROPYLENE PLASTIC "•)`� f.ON WEN..AASHTo UM 2 Z �twx eeuPAenoe NATIVE --_ Q 7.Au PPE SHALL aE COLOR CGOEP. I w'p uN,NeED BELOW M•OF NARrtAL`- SUCH AS A0n-SEAL HO 2,RAu-T.01.m AN...MO- - `.See'CONE - / __ ' A\I v EWAL CONFQOAHG 10 FEE..spUIVAaM$5-saava L -WATT fPl TOW S}LOP UNES IN SUPfACE•� 00``t < A. ALL PPE CONCCna6 TO YANTOLE SHALL BE WATERTIGHT Y -WATT f0.STOW 9D(PTPEU,[5 ' 1 PPE COR.AECnp15 Of 2i OR GREATFA SHALL RCOIIRE A 1/2•GRADE 60 RFIHFa1CL1XHt • A�% 1 3e' �� ��y Q G. RatpQE AND DIANATI DCTml.. ._'�YAMIQa STIRS VIE' 12' IOQ.r IiIrL r T0T.L TING.Or]vA OROuO DEPTH '•]/•�:O.GMLL`!!1(L', �\ EC py.N[c M.K E FDA Ca T. tuTaut2 SHALL fro qua11f0 NO. 00-j -.7•a • r 6 -ILOT9 fS 940.0.1 AFPIO.ET SET OF P..N1 2RrKE MASK.- MAa \ FODt, :, PRO,.A MANHOLE tt'or M ANp u09nll D[Tr� • • T ./.ma A.IL 0(0 Of p Of EWA-K/TIN 05 T0*01 • .- MAIAlA2l•-1101r Ins 2[a LAL'AwGS i0 TA.STREET TAPE �. : - _ ...mac W4L BE NI.RR IRKAKWrs A5 LIE AeVA[0` �(YIRAR[1'-a') ]-s/a-faR >0" L0r1 •':-'::::• DV ME NIS.FACE A THE VAHHOIE. �' F ����/i ,: ' ' 1. a MEAAOur OF WAIL TOR PPE SHALL°E 2'HP..AND: - {. PtAS11C sMarT STA I `a011 COOC SIRE Ace b ''r: ::.;.ei•; 4. Ant.OLE.OF PPE WAIF . .TP , / �• 'LIT `ORffH-TIP'`"IARVf :\ ' S MI5 DETAL 1.[11D To NAT..WTROe coca M 24. M I- a, (TWAT[-staerl 3/a'-0 MASHED :['�:.�t•1�'�. FOR SA[aiARY Dn[c°rN Alm fe-rat srHxeu -. - •'c _ •e'•' IXa1YCLTpN a-1MaAT �JII RPP41- UafL HAWETC TAPE nit BEAD,LlnEreNG ROOT • //2 PPC 10,wATERTOTIT/TAWER PROOF HAT•TOIC fRAJC ANO I 1 •+.4 • I STpN^vCAUMM STORY DRAW BYIAEDBn BELOW.' x 0.0.PIM e• COm2x AREAS6E Usn)Di ALL CASEPCHT A10 Orr A .6'• d'_ PLACE tee'ABOVE TOP Of PIPE AHO ACAIHSI 2.. • STREE -- 46 3/•G..VM,9E0 BAR I �dplas��, ^ • • •-`a WNW.I2'IIDQ MATERIALS: �!U �a•'. " _ PPE I rtL•a ,y e.P.�[ ��•iwa°S °ea:'8U,•g,g 1 is - (ow IaW.®) r w.FWw ra a ` �`T.3•3�..4R..4R:" '8�,;'e.:�.:��...N; . :5 /r'r.stop['rm. , RPE ro,",t cuvua2ED: ..`T� F. W r:" -_T SECTIaN RE(Sp' FOPI C D. G°ONT...CErITHED.A-oCPtc OM - 10' _ • Lt A - / •.s�L'•46.se ire si.!3 e.SPf !w.. 1. I _ J PFINFOnOHC BAR GN}IfpRUNG WITH ASN A-GI]p1ADE W. ^ S V ' 1 `/ Q i cu-vuaZEO etleroWHNG rsm A.S.A-13S. \ .g S P•.- •. - _ I }' •1 /]PPE 00.PCU9{•NIA Ipt PPE WALL.Nu.,C ALL BE[D,001.0I 11ADATTLY t 11 / { 1 SHALL°f SROFYD SfHAA1ELi F{I• TM- II 1 1'JSI1G A °.i1� -: ImMN SLOPE FCP 3/i-O PIPE ZONE ` 1/2 PPE On.RVS 6-W<.fCR PPE te'AIq LARGER AM PucFD MCP TO PLACTLENI L ai•, aajaiMil 11UST[UHrORM WM ASN C-{)B. I^, • Li f'PK DOtO YarpnAl Al SPCPi(p OT°COdNG uA1FRUl. fy t..:•,_: '-• ea•I,OIAlW CORC7K7[ STEEL RONfORCING BAR 01 00UY 1/2"CRAM 60. "�- /-°.'. a'PPE-DOM LL1 SWOOTH 411491 CN1011[L ro.�� . .• •••. _,•�a�'�:. YUTtTIC PEOUtREYENTS OF ASTY Aal]ENCAPS1MlED ;:l;' 9WPOR7 rU MM NOTE: LLJ 7/4 VpLTCy Il1OR a PP[ f .� ' :':' _` V ` • Bf0Gfd OIAVEL. ALL COMPACTTION REOOIREM0N0S PER �} II ..-111.,:....a -.�, Trill wRRATE MOLDED COPOLYMER POLIPRCP vLE1tE r'•:�1.::.^ uH.AAT 1'D-tWGE ELEVATION AA81Trr l T-0Tag AND DODT/AP VA SPEC 00f06. • • YRMIY - WIM YRRATED SURFACES. 12'tkllu a le-tY 001Ni0E1p�` :.L:;:n'•. .'FOR aALVAN2[D Sl(P BASE HATmrA STANDARD MANHOLE r Clean�lateTServices MANHOLE STEP SIDE SEWER / SIDE STORM • TRENCH BACKFILL ioes PIPELINE Clean er Services DETAILS deanWater Services ORAW:NG N0. 010 - REl45Ea 02-03 cT.,o.�t..•.la.l..,. pY.,MIT, rNJ. REVISED 02-OS O�**st11Y1�•a11t•°A�' REVISED 12-GG OftuuJW$I IT•bet. DROWNS N0. 69[ Rf1A5ECJ t2-00 H7ot<•Wa1tW.Ib.Iwr.wW 'OO ORATING N0. 520 CONSTRUCTION I. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended topsoil. Topsoi-amendments shall be garden compost,not conventional len,lizer i amendments- o 2 A biodegradable Erosion Control Malting shall be placed over the topsoil throughout the snide 0g swe cross section,fabric shall be held In plate in accordance with the manufacturer's Lai tl installation requirements.Anchor spacing shell bo based on 3 fps flow over the fabric as s. VINYL CLAD CHAIN IJNI( FENCIN * Treatment area-high-tensity;ate nutting(Geojute Plus or other approved SEE STD. DETAIL NO. 740 $ equal) O D b. All other arras low-density jute matting(Econojute or other approved equal) z k -• m 3. 2-5-3 inches of 2%1"river run rock shall be placed over the matting evenly throughout the K length and width of the son e. m g APPROVED EC 4. Plant materials shall be placed In accordance with the plan and plant table as shown on g 0 MAYT NC approved plans. Is C 5, The welter quality await 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 r 1 average of approx.6 plants;minimum l•nch plugs or equi valcnt)per square foot. 6. The feed ty shall bt deemed acceptable to begin the maintenance period when plant 12"NW. TOPSO=L•-I growth end density matches the engineers design as shown on the approved plans and all 1 vt.N l other requirements have been meL The engineer must certify the facility to be ILnetional, lad in accordance with the approved plan design to beg n the three-year mamteniume period. - MAINTENANCE 1 f- VA, _ 1. The pernlittee is responsible for the maintenance of this facility fore minimum of three M 1 1 years following construction and acceptance of this facility :: n RIVER ROCK 2" -3 4 2. Irrigation is to be provided per separate inrgato•plan as appraced. s 2.5"•- 3" DEE NLYe:Irrigation needs are to be met using a permanent imgahion system with a tuner lq i during the dry season. Systems should be winterized during the wet season to assure SWALE AREA FREEBOARD TREATMENT AREA FREEB ARD BUFFER/MI11=AlION longevity and guard against damage from freezing Iemperalutes.Water source shall be as AREA 6' MINIMUM WIDTH AREA AREA shown on the approved plans. n W EC MATTING ECONOINJTE• _COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE• ECONOJUTE• (5> 202;) 3. Engineer or Owners Representative it to visit and evallnle the site a minimum of twice SEED MIX LOW GROW MIX NONE LOW GROW M X A APPROVE annually(Spring and Fall; 'floe landscaping the.be evaluated end rcplamcd o neve-nary RWy SEE NOTE Ifs SEE NOTE 05 D TRI to ensure a minimum of Mr.survive rate of the requ,red vegetation and RO%aerial MAX. SLOPE 2.5:T 4:1 I FLAT BOTTOu I 4.1 2.5:1 NA coverage. Non-native,Invasive plant species she'.be remol'ed when occupying mote than 8 NOTES. g •OR AS APPROKD zap.Urine site. 4. The facility shall be rr<xcavetrd and planted if siltation greater than 3 inches in depth-_ i E. PETER'D APPENDIX A. AS - i>TRDC"ION STAVOAROS,FOR LANDSCAPING occurs within the three-year maintenance per on • REDUIREUEN'S INC MUTT, TOPSO_AND PLANTING SPEC:FMCATIONS. C.�r//r� 2. PROvrDE ERR CATION AS AVP r nGA00. e. 3. JUTE MATTING-c_O]J >1 '1 P-ATMEN'AREA.ECONO,y1E FOR A.L OTHER AREAS.OR SIMILAR E FAB:K'S COCGNO-'5D-R AScEPrAsLE WATER QUALITY SWALE • 4. 12-I`17HE5 Or TO°SO.L S-0_L CC A'LACEO TAROUONOU"THE WA,ER QUALITY TRACI. CONSTRUCTION & MAINTENANCE NOTES I CcanVlCa*er Services • 5. 0REE00AP0 AREA SEED MIN DWARF TALL FESCUE 40X.DWARF a_RENIAL RYE 301E CREEPING RE0 FESCUE 251E 11 CIXOP-ILL BENT GRASS SIL APPLY A•A RA•E Or T20/1/ACRE (DETAIL NO. 710 n;,-1n �_„L oar•PRsit.nt lT<1.11. NOTE:PERMANENT IRRIGATION TO BE CONSTRUCTED USING NEW SLEET MATERIALS AND HUNTER BRAND HEADS. VALVES. AND BATTERY OPERATED CONTROLLER. 15 CI i - C imDeN PAYELID SIOE OF I PAVEMENT Z 1 7'-0' e'-D'ROE O E-J se• (Jio : � - A SIDEWALK - C Ia"CAST IRON 910 BOX I I ...... •ntrr.T. rwe.a�a�`;....:;2 ti\��S'vV�\��Nr'c' C PROVIDE"THIC 24'BY I_l! I . 30'MIN SERVICE'LINE`DEPTH 2j Q�` IYs20"ROTOCAST METER BON. m (n 4"(SE CONCRETE .' .• /. I. I PAD(SEE NOTE A) [� CAST IR 0•COVER W/S-I/Ys11' El ' CAST IRON INSERT N11H NO (n O T NAND-AMP BACKFlU. / TOUCH READ HOLE IN THE 7QP ARDOR°-OP SEC(QN JIII 6 MIN OR INSERT.NO HINGED INSERTS (� • 12•MAX SIDEWALK ADJACENT TO CURB I . '-- 1�' 1• - �.4.I,.T war —T� A � OTPo�iAT10P) 0 W C 6'ASTM 3034 PVC T jallihill11111-4'.1. y 9•-b' S'-0" 8'-0"PUE I 7. OPERATAW..NUT EX1Er+- YO IIElCEMOE - y ..-, .\`J a. < (SEE DETAIL F10 SOD) PLAN :::::.: ..:...:.� - < 30`MIN SERVICE LINE DEPTH 12"A20"ROTOCAST METER BOX. A1f.1R BOX ABLE NECKCAT•IRON INSERT MATH INO"all' VA►K Aittiollur AE TOUGH READ HOLE IN THE TOP OR INSERT NO HINGED INSERTS �I�II in il III. �'�i,• , Mr I_ Is SIDEWALK WITH PLANTER STRIP AT CURB •;r ■ --1 NOTE& CUSTOMER SIDE '�4 .."r , rIR a I.SURVEYOR TO INSTALL TEMPORARY HUB �' � s Jr.,'a',T -,.'....,•;,'...-....'...,. AND WARD STAKE AT LOT LINE FOR _J NOTES: ti VOT iRoo six -✓ •I' /::i. - METER INSTM1ATTON. '///L AIN.JS ,ALYE BO%NOT `0 RES" - �.• _ +,•<M RIOT TO N7Ct2p z BOXES SET IN CONCRETE SHALL ET£ 8-10' / / NEXT SIZE LARDER, r, SEE PLUMBNG CODE Q ON OPERATING ASSEMBLY -r / t4"�� FOR DEPTH OF J- 1.CENTER OF METER BOX TO NE OFFSET �iI II.-�, 2T OPERATOR EXTENSOR ��RQCr�� ELkYAT1ON I'FROM PROPERTY UNE. I I■IFkSZIRN: �vER W REWIRED WHEN VALVE NUT 4.BANKED METERS MATH SHARED SERVICE IS DEEPER THAN 3 FEET -- 24 NSIALLA'R3N 9101W tS ONO,A ggODE$T1ON UNE TRENCH SHALL HAVE 16"MINIMUM , ..•• 121 FADE hNIS THAW GRADE pISTrJNCE BE7YIEEH TM INSTALLATIONS, 4'MIN 3)CENTER VALVE DOD ON I 1, BOL�I/91Q�QN TO LOG1iC Oef[WT WINO W4T1 A(TETL 6•lF'WRYER METER 19 LOCATED IN A 3/4'-0" METER 1 9pEWALK AREA THE e0X DOE 1HLL BE ROCK ANGLE BALL METER VALVE AXIS OF°PER.NUT. �� ARMOFACAST 7Y%SD"%12"RPM 20K 1MTH MUELLER 1'92425BN(THIS IS Cr t R,PR eTARUi9y OR>.ARTC 1k170e TO k rMylAllfl M TE1T A ONE PIECE 77'%30 RPM 20K COVER µ ALL 1'300 PSI BALL F-- 4)PROVIDE 24'SQUARE BY 4" THICK bQCYt; CR EQUIVALENT IF TWO METERS ARE VALVE NO LEAD µ°LE STOP) I- Ili CONCRETE PAD ARWND VALVE 2�---••� P lAON GROUND MYaTIu..AMF1. DARNED Ik SIDEWALK AREA THEN OR EQUAL BOX OUTSIDE OF PAVED AREAS j. •pSTAT4pE r>PAM IIOTYT?r(f DEIACE ld FrATFI AMOTL F12C!!PiFQiltflGk DISTANCE BETWEEN ANGLE STOPS OIL AS.SHOV,N IN CONCRETE PAD DETAIL CONCRETE PAD ARO QYMENGI:TOR TES 1R/O MO RJlA11 AM THE MA.ADA VIA 101d BE 24. 1"TYPE•K•SOFT COPPER WRING raw'yarALI,Anos. -SEAMLESS warm• Yo sC4.s _ Nth • .ORAL crn'crclaun as'yN Ro RCMI �CI a ra� zrlceoosc S.cnc.r c � w gel A.at,Peg. Q;TIO!'1 DOUBLE Ina MI. Mw MM...F. - TYPICAL GATE .No • W..671117 �i&NI I�R ' o.a xu!� nw. .coxnn o^ 5.�� "WUI...KULWMane..e 1' WATER SERVICE A+a as.w ww m1.wF wl, CIiN;CK A kaLY „q. wv mw ,g20 1,4.,p axVas) JA.IW"701, VALVE 503 -- 'rtr,AFu, ,we e71ILtNN WR:0441 f..'' .^ar... .. r.4 IRO N.-.11. .,..P..Mi 1)-20-1 SIDEWALK ADJACENT TO CURB 1 { .2., IV CART grim iWo BOt1 Ems. e• D- BREAK FLANGE SIDEWALK Te"CAST IRON 910 Z MIN 6,14A% CVALVE BOX TOP [MIS1�GR�E ,-C R/ATL S i,`, S- r - : _.'L Ri��itrZi:""'�70i, i%l i�:. . '; E i. Il 1/2` A4"DRAIN RC j�rI!r 17�[ y� • TAR PAPER(MOISTU '�'.•;lLri.. C\ (`.,TP U(1AII µNO.503) • ' AOAI?T.R'CP1'PrA 6"DUCTILE IRON PIPE 6 ( Y 7b FT" RESTRAIN ALL JOINTS W/ 1I. ' -fJIL} F• LR 'FIELD LOK-OR EWAL GASKETS �� , 1 �' • • '�. ti ,r•E' r.31s. CCs1�ER • _}.•6" MEGALUG RETAINER / s . .A., , GLAND(DMA RON)•- CONCRETE PIER 6'GATE VALVE// 11.1.), / gip BLOCK FIG. ■M J. JJJJJJ L M J, a 6"FIG 'EE EBBl TQ j EA SIDEWALK WITH PLANTER ._,20' MA,nap aE9`RAANT CONCRETE PI[R!LACS STRIP AT CURB o r • NM Al .,t . SIDEWALK -3.MAX.BREAK FLANGE TIOIL YD BAFAK N Dom rvaro N PERMANENT I nrDRAN 5 in.BE MODERN MUELLER CENTURION,A-423,(OR AP'0 EQUAL)6"M.,, 5 aT pE1lG a1 r.'.0 3 PORT - TAO 2 1/2"PENTAGON OPERATION NU-,OPEN LEFT'06TH THE FOLLOWIN W P!,N,y rr A O'L RESERVOIR PHAtA BE KAA c' BRONZE ACTUATION NUT MJ CA WAVE C BRONZE SEAT RING Limit.OW I.-C. D. WEATHER SHIELD CAP E SAFETY SLEEVE COUPLING REOULNED F THREADED NOZZLES wt-H"0"RRNGS - I G. NAT.ONAL STANDARD THREADS - - - 2. SAFE"Y CHAINS TO BE.REMOVED. vas 1 • 3. HYDRA) S TO BE PAINTED USING R-I317 SAFET'YELLOW OR Al AL"ERNAIE APPROVED I BY DISTRICT FIRE MARSHALL. (�`NSTL1�j1 1 ` II -- 4 HYDRA\T TO RE INSTALLED TRUE AND PLUMB. 5 NO ORSTRUCTIONS,MAIN 3'0`RADIUS OF HYDRANT WEQ{ANK.µ/A,Lp _y/ 'If6 IF SUD:ECT TO VEHICLE DAMAGED.PROTECTIVE POST TO BE PROVIDED. RESSOUNNT Rl4.MIED 7 VALVE BOX TO SE IN ACCORDANCE WITH STANDARD DRAY.ING NO.S01.OR AS AI'PROV L� I l 1 r BY ENGINEER. !4, 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATONS. IAi 9. INSTALL A STORZ NPHA50-45NH PERMANENT HYDRANT ADAPTER(OR'ECUIVALENT) ON THE 4 1/2"PORT. TEMPORARY `J _ Iey,• .xyq.e ..D SC7, ,r,,i.�_ ' INNSI - g OS m0. N • WY OF T ros .^mm MOM I OW N. —- ,rgw■ ros 000n s.snc.A.L. FIRE HYDRANT orc r:o .p �v = �AN f.' +ay.,°�c mi....• .. I... ,r..,w,sn C7 SHEET Q �.yw'w oto.`T.1 I.,IY.4T III, ASSEMBLY 542 II A/1.1• • ... .iM,__` iKAMI�/T i7�0 1 6 'I'11,01i,, $010.CYO*411 ,11 1"e- --- -- z - STOP SION LOCATION O O CURB JOINT O�IAINAOE BLD(7(OUT (INSTALL 4`PVO SLEEVE UNTIL GROSSYIALK Z r SEE BM 3 I.D.SCHEDULE 40 PERMANENT SIGN INSTALLATION; IPB4C IL-ll.Jl PC/DT O Mil SEE CL DET B NO.t48 8'MN. -+{ SEE NOTE 6 Row 1'SAT p ji - PIPE DIYV W/CCuPUNCS CR ) T SIDEWALK —�`` B. ( i m a O ROA) I` I' , �"� CUNBSeE / (!) N b f1• . 7f t•� 4 m � � z 2'OF 3/4'-0-GASFROCK / •' ,•• ' ,,IL. 1 Fes- +'� D O r- O COMPACTED 9 AMIE RAT^'^:`-Tvrr;... j��Q�IID OOIAE IL BASE�COURSEJ �TAL '::, 421 0 O C� 24" COMPACTED 9UBORAOE tH e J z 51DEWALK ADJACENT TO CURB ~ ¢ ' O N �_ O O O O404NT§SiI ITN (, N Q I— PLAfI'_0. .-� C HW. �JI REM e 0 O I� ,,..4,..,,,- �' EXPA (TYP) z If) J U C.7 1 I. CONCRETE TO HAVE A BREAKIHO STRENGTH OF 30D0 P.9.1,AFTER 28 DAYS. 0 0 0 •} Q z ROAD :• - 2. E7�ANBCH JOINTS: We , A. Uj I))A AT T EACH FONT OF TANGENCY OF THE CURB. Nt I— Q 2'CF 3/4'-9' 2)AT EACH COLO JOINT, eye GOtPACIO SINIUWADE BA9FROCK 31 AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL PLAN VIEW A)AT EACH END OP DRIVEWAYS, SIDEWALK AWAY FROM CURB 5)AT LOCATIONS NECESSARY TO UNIT SPACING TO 45 FEET. ' a MATERIAL TO BE PRE-YOLCED,ASPHALT IMPREGNATED.NON EKTITUDVIA litinCilt CRETE SHALL BE JCOQ P.S.I.AFTER 28 DAYS. MATH A IRICKRESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE 4' 1 4' 16' 2 PANELS TO BE 5 1TET LONG UNLESS OTHERMISC SPECIFIED. S. CONTRACTION JOINTS- 1__ FLUSH A C h SPACING TO SE NOT MORE THAN 1a FEET. 12;1-r. 1 ) 1 EXPAT<SXOH JONTS&CONTRACTION J01NT5 SHALL BE 1/2'PREMOLDEO ASPHALT B. THE DEPTH❑F VA JOINT SHALL BE AT LEAST 1-I/O INCHES ___I IMPREGNATED MATERIAL OR EQUAL EXTENOINO FROM SUBRADE TO FINIS)GRADE AND PLACED AT SCES OF DRIVEWA'4 APPROACHES',UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 4, BASE ROCK 2"-0"OR 3/4"-O 98%1 C PACTION. BASE ROCK SHALL RE TD SPAOII:O NOT TO EXCEED 46 FEETl1M 9UBfRRAOE OF STREET STRUCTURE OR♦ IN pEP114,WHICHEVER IS GREATER. 4'P.C.CONCRETE hoop,p �2 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED Al THE SANE TIME AS THE CURB. b THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A WIN.1/2'RADIUS. a DRAINAGE✓LOCKOUT-3"DIAMETER PIPE, 2"3/4'-0'ACC. BASEROCK a8'a.�cbQY 6 SIOEWALX SHALL NAVE A 5-NIMUM THICKNESS CF 6 INCITES IF MOUNTABLE CURB IS USED A. J"1.0,PIPE WITH COUPLING. OR IF gOEW .*AU4 IS INTEND AS PORTION OF OIdVEWAY,OTHERV115E SIVEWAUC SHALL HAVE B. DRAINAGE ACCESS TNRGUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A A MINIMUM 11000NESS CF 4 INCHES SAW GUT VERTICALLY ID'EACH SIDE OF DRAIN AND REINSURE°TO FULL DEPTH Of CoRB. 110700 C. DRAINAGE ACCESS THROJGH NEW CURBS SHALL BE PLACED A MINIMUM OF LRI I CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.' IN AS DATE. I— a, ORAVR 9LOCKOJTS OR CURBS SHALL BE EXTENDED 70 BACK OF SIDEWALX WITH 3'DIAMETER AND A MAXIMUM OF S.D'FROM PROPERTY LINES. 2 CONTRACTION JOINTS SHALL BE SCRIBED 3/4'DEEP AND RAMP PANELS SHALL BE BE ! f SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED EDGED ON 4 SDES. LLS OVER ROE 3.FOR SIFBDIN30N5 AN"S'FOR SAt'UTARY ANT A-0'FOR STORM DRAIN SHAM 3. EXPANSION JONTS SHALL BE 1/2. ASPHALT IMPREGNATED MATERIAL OR EQUAL W ?. CONCRETE SHALL HAVE A MEDIUM BROOM FWSR AND TROWELED ON ALL FOUR SIDES SE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. CULT DE SHAME HAVE A MEDIUM COLONIALBROO FINISH OR 9 APPROVED O EDGES ON ALL 90E&. CE 8. COLT OF DOME AREA SHALL BE R£0 OR F9 BY ENGINEER, LL S. SEE STD DETAIL NO. 140 _ F- CS.YdtUAAD M.10A 1M p�A Cl1td A.�iF ILO IMFOm Re. aeroetevauMill Ammer 154 CAS mow. YOWL A/TOR.ILL NCNIR A.RIM I.1. I.OYIl A REM P.O. Cn /11111 . m CONCRETE me Ra I • MOW CURB cvr! E.+ 0.9" m++ MI�EEICMAIR RAMP es w Y�.�Rt..AQ.��T���� NAIIurR aIr SIDEWALK 120 Tfl.rto .""�'^"'.� YAW IRHr 1 28 1 ° ,RAAYIr atr STANDARD CORKER 128 Woof&ma1,1•00.0021 •saa an EXISTING DRIVEWAY- MATCN WIDTH &GRADE ....a.. 0 IA R/W LINE T 5EE NOTE 3 100' Z VARIES ff LEGEND MN. O G MIN 21( ,AF SE£ 12R �" i O � l NOTE 3 1 GAFNALK Q TRAFFIC SIGN Niles, vs 1 �� I O CONSTRUCTION ZONE TRAFFIC CONES CA O :tr NOTE 2 A • APPROPRIATE DELINEATION 7 30'MAX DEUCE. 1c0' S �-6' - - A 1QN 70'MLR = 1 NS.a.l 2 RUN.1. I LI N PLAID 1 TRAFFIC CONTROL PLANS REQUIRED. . •r 4l R. TRAFFIC RGNS TO BE 49'X NE r PflOJECTED TOP VT/ A•R� BLACK ON ORANCE A r4 OF CURB 6' .' I "• O� 2. NO C UICTOR STREET LANE OR •1 LOCAL STREET CLOSURES DURING U STREET I �f~ THE FdlOSNNC TIME PERIODS, -y • E"3 FyP' 7:00- 9:00 AM 100' g no • Cf:, ,r rff-It 4, INSTALL W ACCORDANCE VIER THE v 2'OF AGGREGATE WJILAL CN UMFORN TRAFFIC CONTROL 1.6H, SECTION A—A (3/4'-D� COMPACTED DEVICES FOR STREETS AND MOHWAYS', ? 0 U.S.DEPT.OFF TRANSPORTATION, mm FHUA.IRIS EDITION, Ot , W CRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS 5. ACTUAL SIGN PLACEMENT TO BE Too' 1- ADJUSTED IH FIETD. F8- _1 2, CURB JOINT SHALL BE TROWELED PATH A MIN I/2-RADIOS ALONG SACS(OF OURS. 8. THE CITY RESERVES IRE RICHT TO ADO TO O 1 Ir.1..".."+4' W 3. EXPANSION&CONTRACTON Jq,N13 SHALL BE I/O'PREMOLDED ASPHAL IMPREGNATED ORAS MADIFY TRAFFIC COMTO DEFECTIVELY i9 MATERIAL OR EQUAL EXIENDIN FROM SUBGRADE TO FINISH GRADE GO MAY BE AECC8AND I) .POR COHIROL TRAFFIC AND TO ENSURE'PIASLlO __ h. SEE STD DETAIL NO 148 SAFEST 7. NO LANE CLOSURES MITHDN 200 FEET OF 'J .7, A TRAFFIC SIGNAL MITHOUT PRIOR CITY APPROVAL, +`,� N cTTTOT.;NtX IP,WALE MOP¢...W01l.Pt. �Rw mann r.GUILE.FA. ' .\. - •!L M _____ .RM.. W.ON O STANDARD DRNEWAY 6R In ..•Loaa.°O an a•.+.n TYPICAL TRAFFIC CIO w. VV'` fta..�...2.1n.Im. • • 'y :� .w..AT au 'Ir/CURD-TIGHT SIDEWALK 142 •.: AY1VIf.o.. CONTROL PLAN 1 90 i. - -• 4P - - SHEET - 17 or 7 21 __ _ _____ _ ._._ _. EROSION AND SEDIMENT CONTROL PLANS - 1200 ON z � � O LLJ DEVELOPER MANGOLD SUBDIVISIONI mC Hewett Construction LLC Q C- C PO BOX 2212 Op (/} c Hillsboro OR 97123 • I Contact:Scott Hewitt,President - `" "•� A ` 'j LO O 97]-246 0541 T • N PLANNING/ENGINEERING oga {. ; OcoI— F PO BOX 486 I I Z tp O C NEWBERG, OR 97132 '°" �. ^g��,, CONTACT: DANIEL DANICIC, PE Fit.. .sl ___1 �_ i - co Q 503-590-8600 } I-- . , SURVEYOR �\` �_ j i �.` LEE MACDONALD �� ' • MACDONALD AND ASSOCIATES ----- —�___,,, �`- 3765 RIVERSIDE DR. ° Z Z MCMINNVILLE, OR 97128 ) VICINITY MAP W 503-472-7904 - --_.. _ �� i NARRATIVE DESCRIPTIONS I BMP MATRIX FOR CONSTRUCTION PHASES o cn 8725 SW ROSS ST. TIGARO, OR 97224 (/) W TAX LOT 2S112CB-0700 I REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF L LAT: 45°24'38"N ••• AVAILABLE BMP'S 0 J < LON: 122°45'42"W ZZ 0< Et Q EXISTING SITE CONDITIONS: — - ^" MASS UTILITY STREET FINAL WET WEATHER • ONE SINGLE FAMILY RESIDENCES LOCATED NORTHWEST OF l J -1 CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31ST) Z Z THE INTERSECTION OF ROSS STREET AND 83RD AVENUE. NOTES EROSION PREVENTION 0 0 t. Au REGISTRANTS MOST I WNO4T TM MCP.FADRRE TO 9✓PLINR ON T ANT OI THE CONTROL MEAWARES IRE PRACTICES DESCRIBED N THE TIER IS A MCLAREN OF DM PRESERVE NATURAL VEGETATION X• X X X X X U DEVELOPED CONDITIONS: 2 RV ESCP MEASURES SWAIN ON NES PLAN ARE 1.1149AVU RLSIRMEN Ts FOR NITxTATW SITE OOI4$TONs CAMPS TE OOHSTINCTOON PDRGR.UPGRADE THEY MTALRFS AS • GRADING, ROADS, AND UTILITIES FOR A 7-LOT NELOED TO COMPLY NTH ALL APPUCASLE LOCAL STATE AND FEDERAL EROSION AND SEDNDIT CONTROL REGULATIONS. GROUND COVER J X 0 SUBDIVISION 3 AlaNTSSGN OF ALL ESCP R(AON IS IS NOT REWIRED.SUBMTTAL OF Dr ESCP REVISIONS TS ONLY UNDER SPECIFIC CONOMNS RANEE ALL NECESSARY RENSONS TO DEO OR AaHT. HYDRAULIC APPLICATIONS CC A. IDENTIFY,MMd.AMID PROTECT(BY FFINC TM NO OFT ON AESAUm OT1C1I MARRS)ERMA&R/P PITELENT[xPOSED'MUM AND MUtAflON CUXOLO"PONE TREES ME RN)A SOURCE Cf Al+mATED ROOT,EG ZONES. PLASTIC SHEETING X _ LLJ AND VEDETATON AREAS TO BE PRESERVED-I ENTIT 5 0ETAl1YE NUTTER ZONES ISEIRIED1 TM SITE AID SE ASI11v[AREAS(LEA.WETLANDS),AND OTOR AREAS TO RE NATURE OF CONSTRUCTION ACTIVITY AND TIME TABLE FOR IwrsR D,ESPrOA.Y N KRLCIER AREAS MATTING • MAJOR ACTIVITIES: a CONSTRUC�O ENTET TIE TYPE OF MAGI/CALTA SEED u�Arz oRa AREAS a-EmA E DPo AMA,.HN PRACTCAsLE WORE AND AFTER xAONc CAR DUST CONTROL X X X X X X J 7 EROSION AND SEDIIOIT CONTROL MEASTAREs NQL0910 ROGILTTR SEDYbIT CEITRO.MUST DE N PUCE EETOR%VEOETATOI 111 INSTRBFII AHD INST RDIANI N/LAC(AND NE • CLEARING (JANUARY 2016) MANTANED,REYAMD.AND PRCEPTLY IMPWDOITED FULO NIG PROCEDURES ESTAELLSIQ FOR TIC DURATION Or C NSTRUC CH.WORE)PROIECTON TER ACME STORM TEMPORARY PERMANENT SEEDING X X CRAM HUTSAHD CATCH BASNI MO APPROPRIATE NON-STCRMWATR Pawns CONTROL BUFFER ZONE 0. ESTABUSN CONCRETE TRICK AND 011mR CONOTETE EOUiMUIT RASLOUT AREAS SUDRE BROROEAC CONCRETE MOTE(.OREDT ALL RAIN WATER NTO A PIT OR TEAK-PROOF • MASS GRADING (JANUARY 2016) 0ONTMCR HANDLE MASH%ATM AS wASTT;CONCRETE DISCHARGE TO WATERS OF INC STATE TS PRONNED. • M • UTILITY INSTALLATION (FEBRUARY 2016) 9. AP R OADIFK AHD `P°41AN°Il SOL ST"°ERATKYI Aw MIC PES OU CAI ALL ALL aN me AREAS AS CAMINO PROGRESSES AID e Au ROADWAYS VOLUMED OTHER q. • STREET CONSTRUCTION (MARCH 2016) l0 ESTABLISH MATERIAL AS AND WASTE STORAGE ME •AND O1MR NON-S1OW+WAIT CONTROLS SEDIMENT CONTROL II PREWIT TRACTONO CV SEDIm NT INTO PASC L OR PRIVATE ROADS VINO BMPS SOON AS: GRAG1fD TOR EXIT!AND PAWi47 AREAS,(AMU ALL UNPAVED ROADS LOCATED V19TE,T/USE AN DOT MT WASH.MESE BITS ups?BEN ➢Po PEACE OS TO END-USTRSHG A SEDIMENT FENCE (PERIMETER) X* X X X X X • FINAL STABILIZATION (MAY 2016) 12.INCH TR11 TON'(SATURATED WAS FROM ME STE EIM TRUCKSER USE WATER-TONTRUCKSCAR CRAP+LOADS ON ATE ID USE TIERS TO PEQYEIIT CR Ifi11EE S*O1PTATER 1ls41 , TO POLLUTANTS FROM SJ+LLS;NE•CLE AND EFIPLI NT FANG,MAerTMANCE.Are)STUADE OTHER aEAINo ANC SEDIMENT FENCE (INTERIOR) X X X X X X MANTENANCE ACTMAIES: AND WASTE HENDONG ACDOTIS.TMIE PCUMTANTS FEMME FUEL MYIMALLJC FILO,Ale)OTHER OILS Mil NEWELS AND MACINRY,AS M U.AS N DOM,LT TI-I F PANTS,SOLVENTS AND GLUES FROM CONSERVE DN OPERATIONS, STRAW WATTLES X X X X X TOTAL SITE AREA: 1.46 AC 14.WLbNNT MI FULou,G SUPS WHEN APftJGmt All WRSTIDN SPILL PCTAAI H AND RESPONSE PROCEDURES.EMPLOYE'TRALNC ON SPLL PRE`°m°N AND PROPER DISPOSAL FILTER BERM 7S PROMOTES SPAL IITS N 1 meals REaJ NANTIOE RME SCHOOLS KR Meant,REOLILAR MANTENANR S(]CHUAE FOR WRLlIS M O MAUf+PY.MAMBA/ OEUKRT AN ONT D STORAGE CROLS.TRAN AN MOMNG AID%%ACCMOMSTORMS AREAS FOR WASTE AND SUPPLE!.TOTAL DISTURBED AREA: 1.17 AC IS USE WATER.SCR-WONG AGENT OR OMR CYST CONTROL TECHNIQUE AS MEND TO MOP MO-IIOMN S L. STRAW WATTLES Er TOTAL IMPERVIOUS SURFACES: 0.47 AC Al THE APPUCATICN RATE MFD.EM IONIC TIME-RETUIERS USED TO LEASE FVFRIIO55 Nr1EN ANY WATERWAAPUSH VIDATATICN RUST FOLLOW Y MICAN IOE S TO MINUTE IxI RANT RnJ.Ai[]TO SURFACE 17 V A STOMNI,ARR TREATMENT SYSR(FOR ENAMEL 6ICTR0-OOASAAIIOI,n�u11CN,FLTUTO'I,FTC.)FOR SWTNT OR OTHER POLLUTANT RDgvµ IS I7MPLO TED. INLET PROTECTION X• X X X X X SOW AN OPERATION AND MMITRANCE PLAN(NCUDNO SYSTEM SOONATIC.LOCATION OF 5YS1EI,lOC.ITON Cf MET,LOCATION OF D0Sa1MGE,DISCHARGE OI4'RSION DEWATERING SITE SOIL CLASSIFICATION: 10FOE DESCN.AND A SAt*L9O PUN AND/REP 1T BEFORE OPRATM0 114E TREATMENT SISTER.OBTARI PLAN APPROVAL MOORE OPERATING TIC m[AINDIT SYSTEM OPERATE AND MA►RTAN ME TREAIMEM 5T5T04 ACCAR 40 10 MAMIFACTUWRS SPECS/CATIONS, QUATAMA LOAM. In AT IC D CF EACH'RKD'NOWAY SOL STOCKPILES WIT IF STA5IRED CAR COVERED,CR OTHER E Bun MUST BC MPLEND,IID TO PREVENT OSCHARGES TO SURFACE WATERS OR SEDIMENT TRAP e) COIVEYMNCE SYSTEMS LEEDOM TO SURFACE WATERS. OTHER ON-SITE SOILS HAVE A SLIGHT EROSION POTENTIAL. FILLS 19 CONIIRVCMN ACTMTCS MST AVOID OR Iff•2E EYCAVATICN ARO 7EATDN OF BARE CROWD DURING MAT FEATEI OCTOBER 01 -MAT 31. o 2O SEDGFDIT FENCE REMOVE TRAPPED SEOLEDIT BEFORE IT RCA*I4Es CAE TIME OF TIE MOW WAND FENCE Roan ANO DEFORt FOG!RWOVAL RUNOFF CONTROL WILL BE CONSTRUCTED OF ON SITE MATERIALS AND IMPORTED j1 GTNR 9%4Ds T DnNEED1S CN AS BDBAGsk PENrnt SmMOIT BVBRE 1T REACHES TWO NOTES CEPTH ARILS GROUND I•FOIT.AND DpORE 1WP REMOVAL D042104 WAtlTT HAS SUN REDUCED BY FIFTY ACTT PERCENT AT PROJECT. S1UuMr BASNS ANO SEDWCNT 1RARi RILL a,F TRAPPED Ts RETCIE I i STRUCTURAL FILL. TRENCH SPOILS WILL BE USED FOR FILL ¢3.wlna*24 100FIS.SKNRICMIT SEDYENT MAT NAS LOT THE COMSTRUGTKN 511E TAUT BE RIIIEDUTID N,�TGATE THE CAUSE Of THE S�NRT RELEASE AN)NPLnRENT CONSTRUCTION ENTRANCE X• X X X • MATERIAL. STEPS TO4 PREVENT l�s OTppp I11*0E rnN TMc SAME 24 HOURS.MY N-51RUM CLEAN VP R SMDAEM SHALL BE PERFORMED AOCOIDNO TO THE OREGON PIPE SLOPE DRAIN 24.TIC NTEN11CNAL PAMPLO OF YDNE+T NT0 STORM SEWERS Ce MA/LAX WAYS MST NOT OCCUR YACUAOIG OR CRY SWEEPING MO MATEUAL PIJIUP MUST BE USED TO OUTLET PROTECTION CLEANUP RELEASED SED•CJITY 2S-PROIOE PRMANRT EXCISION CONTROL MEASUKS ON ALL DPOSED AREAS Do NOT REgsE TERORARY S DNONT CONTROL PRACTICES UHT;.PERMANENT KQYATION CR OTIOR SURFACE ROUGHENING X RECEIVING WATER BODIES: COVER Of MOVED AREAS IS EITAaLJFty.IawrwR.DO NOT MOLE ALL TEMPORARYEROSIONCONTROL MEASURES AS E(*011:13 AREAS BECa2 SIABLLED.R•ALSS 00N0 SO PUBLIC STORM MAINS WHICH EVENTUALLY DRAIN TO FANNO 24 V IEGE1ACONTUC-n11E SUM ROTS AREIARENENTI I INCONID,YEWS E Of TAAMEE PLACE O LATER�SEPTO ETER Co TM WASTE TE PERCENTAGES SEDBIENT IED BO SE MAPS N INC MIT MST BE DENINE0 04 CHECK DAMS X X X DC P`A1f5 OTHER CREEK, A TRIBUTARY OF THE TUALATIN RIVER. 2J ALL PR1MP►D d SEDLEJIT lAOEN WATER SMµL BE O1'C1IARGR OVER AN UFOISTARBED,PRpE1A$Y YCG[TATED J'REA ANO M10VOH A SEDIMENT CONTROL IMP.LE(KILN - BAO). POLLUTION PREVENTION • 2n ALL MOM SOILS MUST BE COVERED DURING THE SET MEATIER PERIOD OCTODR 0, -MAT JI. 29.■HAM A TIE N TIE STATE R3 TEE PROJECT SIT OR IKON 5o PUT OF TE PROJECT BOUND M BOUNDARY. ANTAN DE VESTING NATIIIAL RUETER TITAN TIE 3P-TOOT ROM TOR PROPER SIGNAGE X X X X X X PERMITEE'S SITE INSPECTOR: DEE wRATCH or TM MEND COURAGE,O+MANTAN LESS TUN ME ENTRE DLSTNO MATRAL OUTER AM)PRONE ADOr1ONAL ROAM AND St504NT CONTROL MIFFS COMPANY/AGENCY: Josh Komp, Cornice Construction HAZ WASTE MGMT X X X X X X PHONE: 503-887-0986 INSPECTION FREQUENCY SPILL KIT ON-SITE x X X X X X 111.11 E-MAIL: 1k0mPti/cornIceconstruction.net CONCRETE WASHOUT AREA X X X X Description of Experience: 11 years of experience doings to r SITE CONDITION MINIMUM FREQUENCY OTHER work inspections. His erosion control certification number is 'j- ACTIVE PERIOD - DAILY WHEN STORMWATER RUNOFF, INCLUDING EEO-3-2191602. RUNOFF FROM SNOWMELT, IS OCCURRING. • SIGNIFIED BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. '2- PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT IN ANTICIPATION Of SITE INACCESSIBILITY, CONTROL MEASURES ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. RATIONALE STATEMENT II'-- 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO(2) WEEKS. at ATTENTION EXCAVATORS: (7) CONSECUTIVE CALENDAR DAYS. , A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEO'SrA IrAl 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL. INSPECTIONS MUST OCCUR DAILY GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. 4 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY INACCESSIBLE DUE TO INCLEMENT AT A RELEVANT AND ACCESSIBLE DISCHARGE SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES WEATHER. POINT OR DOWNSTREAM LOCATION. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON iA ARE SET FORTH IN OAR MAY9 OBTAIN 10 THROUGH OAR • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 4 41. j. 952-001-0090. YOU OBTAIN COPIES OF THESE RULES INSPECTOR TO DISCUSS EROSION CONTROL MEASURES AND CONSTRUCTION UNITS. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO FROM THE CENTER BY CALLING 503-232-1987. IF YOa: HAVE , ALL INSPECTIONS MUST BE MADE IN ACCORDANCE YATH DEQ 1200-CN PERMIT REQUIREMENTS. REVISE, AN ACTION PLAN WILL BE SUBMITTED. SHEET ANY QUESTIONS ABOUT THE RULES YOU MAY CONTACT THE • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS.CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO . RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST I AL 18 BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. CALL TO DEO. AGENT. OR THE LOCAL MUNICIPAU TY, DURING INACTIVE PERIODS OF GREATER THAN SEVEN OF 503-246-6699. (71 CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER / ' , ___ .-- LOCATION _- Z 0 O I , r_____� _ I HE O C5 { 1 WINO - ERoewwcartRoiaiAaunes TO .� I i ZO `W N W PROTECT PINGING - ._ r ���`�l Iil•WINOO N+ ��� T EIDdTNDAREAOMW CATT)16ANN _ -- ,ff/M�70-W IOC , - - I sprivu• in - Cli COm Q ,ti • , �, �` _i'`�µov �� ` / �• S` �� LEGEND o Q Z I i.: P ' '-e ��'" ` N. ij�,� �� r'! E>gmNc r CONTOUR CO �, . • 1. 1 T.•`.�s�1. L ' I_ ® METING sANtrARY IY1lMIOL! A "` •.� -• Ir 'I `�. r ' O 1 ,/ , j! ® EXISTING STORM IMMIDLE 0 N O U . ,. .._ - • r ,, l^ •' IY Qau 6 AT ON MA I` - �t =�' 1 I I' ID EXISTING STORM INLET UJ Z z/ • .�Y • :-r ,F 'l - `` l r I �:• EXISTING WATER NET R O .� • ' acid °~`o+�.wQ• ` p�,�...0. 1 ' .Ill Z It) _J U 0 • •' Igo [MISTING TREE TO REMAIN a N X ---\,'' .._ .. '''.... • �' - t ] 0 r - '�` EXISTING TREE TO!E RENDVEG Q •• . ,./ . :-.•. )1111. - IING SMEO TO -, � �� ,- �' GRAVEL N ROIDVED •Is 1♦�11�I CONSTRUCTION • • i lc•. -II.OR AR '�-' • - o- S,LT ISNC! i7 • • •. it 4,),",c + Z •S '• • '•• t .1.,.• ` I'".., �.m - T - - • INLET PIIDTCCflOW Q • .� -i ,Y Ce0rv3 -- WINO SIND TO if 1..L LOT 2 . SERIDENTED MO SARI TOR SNAMt CO • _ IY MIN �X _ w z ! z,.' \ IA VENOM O a ' . . A .� 1, , ESHm ONIERPMOVE�D. X' LOT' // ' AYAIRONITOftu �I ' PRE-CONSTRUCTION, CLEARING. AND DEMOLITION tX V) t%t76.06113RD AVE r/ CASNDTOlE CUT AND Q I ff aT3IMDVEDSiTT1T3LOW EXKTNMOSMNTO LLIJv) ._... . ... • .. • , 2-T7.69 SITE ROAD .i , 1 A; .•� MINCRAOE. �(` • EEaEArovED NOTES: Nit I , I i 3 ( -, ' ' ' ` 1. ALL MAP ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT i ° EX,STSMDGANIAOE~` , CONTROL,GRAVEL CONSTRUCTION ENTRANCES.ETC.)MUST BE W PLACE o. j X TO SS R[TAO1i0 +1't FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO 1 1 •� IA r�, ;MIKE I '• off I 11 � COMRENCE>NENTOF CONSTRUCTION ACTMTIE$- • i I 0 ," - `, • 2 SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS I I I ` �o 'c ,' ,Ir' CONSTRUCTED OUT OF MULCH.CHIPPINGS,OR OTHER SUITABLE MATERIAL ( /� :.':: I `` ' • - - - STRAW WATTLES,OR OTHER APPROVED MATERIALS.RIALS. 5 { 11 I _ - /' a ROOT ZONE PROM i , I I ^fDDETNO HOUSE O/ '/ /l .•#'' 3. SENSITIVE RESOURCES INCLUOING,BUT NOT LHIATED TO.TREES.WETLANDS. TO MINN /• 1 AND RIPARIAN PROTECTION AREAS SMALL BE CLEARLY DEUNEATED WITH Yl �t 11� , to 6 , ORANGE CONSTRUCTION FENCING OR CHAIN UNK FENCING IN A MANNER THAT 5 ` \ �t ' /• ./. 011`1 IS CLEARLY VISIBLE TO ANYONE IN THE AREA NO ACTTVITIES ARE PERMITTED TED TO I // r/ , ,i OCCUR BEYOND THE CONSTRUCTION BARWER_ / �' • / ,•_ -• / F 4. CONSTRUCTION ENTRANCES SMALL BE INSTALLED AT THE BEG-HIVING OF t 1 ' / / ` CONSTRUCTION AND MA.NTAINEO FOR THE OURATrON OF TI•C PROJECT. �• • j 1 _ _ / ADOTTIONAL MEASURES'NCLUDING,BUT NOT LMAI?ED TO,S`REET SWEEPING, ` ` •I Tw EPDXIRBTXWTORINWAY �,oF .sM- ^ - ; AND VACUUMING.MY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE Z H,_ s,a,a tiA / I ,' TO M Rp10VEO , I I KEPT CLEAN FOR THE DURATION OF THE PROJECT. Q - 1I 1 �� /...' 1 isS. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE ANO FUNCTIONING PRIOR I , ��' LAT 7 ' TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES,RUN-0N AND RUN-OF F �_ / -- —/ • '• CONTROL MEASURES INCLUDE SLOPE DRAINS(WITH OUTLET PROTECTION), 1 ti /• . I / I CHECK DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. • • am TREE vo ,\ .±, r ( I < '�'` EXISTING PATER r O: . /,,,,.. / 1 . mamma. •�\\"' Jo~,'' •` 11 P.r . pIAAlITYERANTBR ', ;/ r J. - 1 .�. . . r BNTNANCE 4.61p, ' ` O . ,,,, 0)' ".••• CO .1.e'. .--....--7-r-4,„ . .. -. , 9� TOM0T6CT IH$TALLAREADRAIN TICTKIM - 0 ,L +� "~— Ot1CIMKE xy _,ss---ass—iuS—%ss—%ss- %sS—XII—%sS---sSs----Kss— rl gACEE,DEAMNS i� H es xa�0 s —.--4 .�{ . .4` '' _ / " "�� " ' III 1dT�%,Y KW-A. ---%W—%W'-XXr—IStT em "'y...; w�KW z 4 / / 1 7.65 ��/ / %\1-AW %W_-%yy _�--- �1 / P .�ry•--�M1W- ,Wjy�xW-` 41 Mom'-7M'�!W"/ --------- 1- -- - - ......7 \6.% EXISTING l I I 6.3T, 1ROSSSTRUT PROTECT!XIETIN0 Q• .00 SITE ROAD CATC►I SASH PROTECTEXIS SIFT CATCH NrAaEN 1! 19 / � 7 21 Z • {:,i I r L� / / _- CROSy�J COMR.-'"`,- •UREBT CD C.D w CI Lij `-...I'. _ - �.-. I i-t plMllf►OMP+ PRO E%1ST' 1S l 1 z PROTECT EJ(ISTINt A.`'" Q W CATCH BASIN • .i '� 1 �1p+•SOS.M' nn:a w-� iA10 GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: F_ r _ -� 12 1 � 1- � Q 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE _�,�. I` ) 1 ! illik > (f) U FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED I `I t` ' , i �� Q N < A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE RESTORATION PLAN FOR ) _ , III`! ^ ` !•�� / yid • LEGEND m Cn Z APPROPRIATE SEED MIX. - } ! s'.+ 11 �ir��,����� 1 r B. DWARF GRASS MIX(MIN.100 LBJAC.) !1 1 I 1 I !fix (f) O O 1.DWARF PERENNIAL RYEGRASS(BO%BY WEIGHT) • • . \ I I *• -, SILT FENCE U 2.CREEPING RED FESCUE(20%BY WEIGHT) •• ••� /. } '' I _ _ --1 1 - Q (1) 0 C. STANDARD HEIGHT GRASS MIX(MIN.100LBJAC) •. ��.• 1 1 J Z I.ANNUAL RYEGRASS(40%BY WEIGHT) ,,• x-• •...a-•'L - - I INLET PROTECTION 0 (/1 0 2.TURF-TYPE FESCUE(60%BY WEIGHT) r ,-' J 1 -- • �- z01,+��'x"`. / ` (� I- 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY ••� .1 I 0 1 I- ) (Si I ,zo7 p. a �1� I^ - r J' 1 - �- / ,4..A 1 , BIO BAG FOR SWALE Z z MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING I r• J ) -.JIranaila r ���r�d r , - ` ,�`` �) X IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. •4 • I.r(Li J r- -j _.111 I�JVr� !atr (y �I r ----- EXISTING CONTOUR 03 < M 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT ' •.�. �I. )1�-' J -{ { 7W .� I F r I J r 1 02-r J .' 9 1' r'_I j H Q ro ( j,•-•, •t J w,, �f" FINAL CONTOUR VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. •�. - �• ) r � Jsr_l� 1J-J•_i S 1 11 fY�:fY .. -• �•�'� 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC '• ! �. t�9' I II �•�•��4*.� ♦� �7•♦t♦�, •' 1 O ORANGE CONSTRUCTION SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. I •• ' .' ' ,J /r I� • r •) �I I ♦�•�I �7��•♦�►�••♦•w♦':�.:•`♦� : ' 'g••: •�♦♦+• 1'1 1•• FENCE z z 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING 1. 1' • ♦♦♦♦♦ DES K3NATED SOLID,7 4 ♦ ♦♦•♦ •• STORAGE/STAGING AREA 'WET WEATHER'PERIODS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. I I -4 tom• • - `•°r JS r (�L♦••♦♦••••�♦••♦, WAS TE•FUEL '0•♦- •w�•♦♦♦• f ��►♦♦•♦♦••�• 'I f . ( J ♦ ♦•'•♦♦ STORAGE FUELING• t •� ♦••�•♦•♦♦♦4 J �♦♦•�•♦1�" Z Q Q SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. - \ r}- vi ♦ ♦♦• \ ..'. J'-J '� ,....L.-4•♦ ♦ AND STAGING ▪ �A•j ♦•♦•♦1•f .{ 1 _N • } r I J • t♦4!•�• �• ••••• r f O 6. EXPOSED CUR OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND '' + S- i1? T Z r ♦•• '•♦ ♦••••♦ ►♦• 4 '•♦•♦ { f- FILL C� J MULCHING,EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER 1 L ) _►•♦♦••♦i':. �••��•O♦♦♦•w♦••♦ ♦•••♦ j♦ �ww•�♦•j J {F[I APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. I A."' { Jj!ik• J S ♦♦4♦ •' .•♦♦ ♦•♦S♦• $ ♦ _ I ' _,„ 1 QD • JJ r J :••♦ �♦♦ 1►♦♦ ♦•�•••-♦a• !�••♦♦ rr r 1.4` ' hh st_ rl d 11J U7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPR ATE DUST CONTROL MEASURES INCLUDING I �' CUTTHE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING.STRAW MULCHING,OR OTHER - - _ rAPPROVED MEASURES - 1 I, J r _i` 13I f rj1 �•. r 11 'r J-'1 J'r 1J C �I� z • f ,>� ^�rrl r' irr J rr r'r) JJ • f I ��, �.ii i, l: �l I ��,f r J 1J 11 J !J J_ f J 1 T�TIPIIwt'a. I--- O __I 8" CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND , • 1 `,J •] "r'l j ( -!�, !-r; +....-4.,,.•, GRAVEL CONSTRUCTION (f) Q MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED f 7' ► J �r , �' 11/..4.r l 1- r !' J' ;-1 4���ifi�i ENTRANCE F- I f 1. J rT• 1 I� I , I _r/ 1!'•=-:• T z TO,TIRE WASHES.STREET SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED !• J+1 �. C L f 1' r'' r L1J AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 1. .k �j - t r -j r'r' ' I(J r I )�_ 111,4 `-f�'•�'��•� J LL,.1! = , I + J JYIr,J_`� '` - ij r CONCRETE WASHOUT - CL9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED ( ): 1 �, f ( 1 /, r,_ ..J II ® J Q INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED �.\ - 1 1 . •'1 •Fit•,IIJrr I�jVi I'- S - . 1- J I 1 � A F.-.. O z AND MAINTAINED AS NEEDED. 1 -� 1. 1• r� I l�, r -jar ti jl1 1 �- 1 - ' r r. . J r(!:!j . U 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS I { .( I n 1 - /i�lw►_ ��_ J i.`�_ J� rL' 1 1 ,��� �• )- , . 1- r or •Ilk TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. INLET PROTECTION - ,• 1 IS '' ,J�.' i i IijiT �'�a 11' F' - , 1is r;�'�•-rJJ ,�iJr(' � .' 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES i 1, 1 II -• 1 7 STOCKPILEf ' NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM.IF THE CONCRETE WASH-OUT �' 1 I ` r1,' w •r r 1. AREA r J ,....3- , / AREA CAN NOT BE CONSTRUCTED GREATER THAN 50•FROM ANY DISCHARGE POINT,SECONDARY �' r 1 �F -t "- • J� ��'t•l�y+ J y' r' MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASHOOU7 SHALL • / r. 11 1 r ,J f' J -S•'+. J• 1117.ot BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN It REACHES 53%OF CAPACITY. - '' i r1 1 I r' rr r } ' l: t.. . it f i p: f J 12 SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM EXISTING TREE(CANDIDATE FOR •/ �� 1 1P/ 1!.. I EXISTING HOUSE ') I 1 ► r J j J - y1toOREOON HERITAGE TREE}TO BE J J 1' T rWATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH PRESERVED •I!1 O. TO REhtAJN �/1" _J 1-1 r r � 1 Q / T }I 'f3, J r f j1r. :II. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF NTO THE STORM WATER �� / / 1 'i -a` 11 ��• nlIiiil SYSTEM. ( J _Ip + )�lC' • �e 1 �'rf 1� )- �- - LaA• I. I '' � J + 1J .i.ifl 14 USE BMPs SUCH AS CHECK-DAMS BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM / i 1 14 `! - - 2! JREACHING DISCHARGE POINTS i • j •• 1 ! 1 J' 1 I'r�J'J.1 1-.T f � I� � J . M 15. COVER CATCH BAS NS MANHOLES.AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK OFFSITE WORK TO INCLUDE - -,.4 ) �o� :'1 p 1 I ! 'J �Jr, r . I r l r' IJ .f ,, \ I k' CONSTRUCTION OF SIDEWALK �-- - i9 [ 0 COAT ETC.TO PREVENT INTRODUCING THESE MA-ER ALS TO THE STORM WATER SYSTEM. ALONG SW 83RD AVEI I: l y! \ )OT i O 21J rWen l 20 10 0 20 BETWEEN CHANDLER LANE - .' P r r' -.-r y I BMP IMPLEMENTATION: AND SIN ROSSST I II:{- 1 / �!� .'_tt0w�1�A : . -fr_r,1 I I J1j 1 I 1 ,_ EROSION AND SEDIMENT CONTROL {J:I` _ �. 1 I , �� ttwwt n J,R - �,Jr ,! j . I I Q 1 ALL BASE ESC MEASURES(INLET PROTECT•ON,PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION Q " \Ap, _1 ill ' 1 J 1 I r � S. r1 I I F- ENTRANCES,ETC,,MJST BE N PLACE.FUNCT ONAL AND APPROVED IN AN INITIAL INSPECTION.PRIOR TO \ { / -* � ,J J 1� I f N COMMENCEMEN-OFCONSTRUCTIONACTIVITIES \ Q �'_ 2! y I ' "F-! Il. I',J irr yd t • _r I l 1 ` oy !! ' ,, -�I vi���!�.�� - r r .- INSTALL SIL I I •` 2 ALL'SEDIMENT BARR ERS:TO BE NSTALLED AFTER GRADING)'SHAL-BE INSTALLED IMMEDIATELY ti } } X L. •�171 HT' ;A ST yt n I� ,d J- r ',, FENCE 1 FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. - ,' Qf f 1. Yam'. A _-,T „ ( _I r r ii I t•r.6604 �'PROTECT CURB I �I- 9 j''• J �, 1 .]Y 3 LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING'SHALL BE IN PLACE OVER ALL OPENINGS NTO O P.( ���� I I • ti { ''�' N^ Know CYlYE4i i { 'J r ill I OR 1k11CM MAIN EXISTING WATER f1) -- J,-{lr - = 'OM��.: 1 _ J f > 1� LJ EXPOSED SOILS BY OC70BER 1 1 1 1 - M.- __7..-. g'' 1 - J�t1 '..1-I r r - • 1 't M• _ WCrT1U1 QUALITY PLANTER !.1 .1 w'L J A., ����s_�I.�t 1 J J1 1�rr . •+ �� 'rE- T `.� r 0 4 THE STORM WATER FACILITY SHALL RE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER ,_O ! i J I ,j' r _ - - SYSTEM FUNCT.ONING AND SITE PAVING . l y\ _ - �4%'• 1 _�,,. _ r - �'i T 44L 01 ON CO Igrillifigelia- 5 INLET PROTECTION SHALL SE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. .�_ y.. •:. _ _ _ • i =�rr�s� �e� .t " #Ir -.i'i �+_ i 9R C - ._ - w �� w� 0r {i + r - � _ PROTECT FIELD _1 '•' 7. \\- ,1 ;'� \" •_1 ' iceAff; -�DRAIN W i O .-T--k tOp • �201 p-xM-W xi7�%EE_.'Xp Xi } JIOM7A'M' SN tCN M•1. - N 69'20'10•� 17f 61' ' - __- 1 1 i- 1 1� A r IE It;INI�111NIY` _ Ire- >,ti\•- ' _ ---'IF 17•IN,5197.24. -` ,,� '� i, I E 12'IN NE 9 7 19' y a 11 17•MR{S)1K-ri' 1E12 %a'/ 11YY��%N"�-'�15Y-JlW•- 7W-----r_ 4/ 116. CI CE: • ci - •Y RIM•t9r.6 44 API- >+' lE:o•cur;NI; PROTECT EXISTING PROTECT EXISTING • • ,t• r WP/190/1 `` CATCH BASIN l CATCH BASIN i g SHEF( / 20 / / OF / 1 21 - - z - --qe. O 0 - -- - Zwo 1 E4 V]LO SNOUT Y _ / FOR FLA NEF odondr2D. O w O � N CESO;fRTCIFA SE[ �/ .i Ion Rd.u:D / ,.,� /�' ;� �SEu�wL�Es Er+ono-vREi�THRd1 � m Q ANGLE FILTER FABRIC PNA'yW OF SK'1ELORYENT Ef: r r.• 1 Mt .'��i .No SEOUCUT C FRE 1_ Ce 0 FENCE TO FSSURE SOIL IS TRAPPED �It_ ><+�,-F+� 4 `/'S.,'.;.••-;; E Atin lw AHD fIE9GN YANJn. C/ Asir--_w'1', - S .l.'. £i�. PAo°c' • 4'i" 1 .'''�i<°. L. Q ii , QQ\\\ � l`�yrl • .:irs:�T�lj itl .. {ay // • .• V. a n P �.(�iT.l !p U iL _� ii' .a° y // • / �. •.•C '':4�� �!' rid `* '6 NIERLOCKED _ s .ly�:4. o CV Ur . iY�eR 23 r=� *ROAM • -ZS nl- :•ACE. } A5i� Z AN 2'POSTS PLAN VIEW '*E: o • 0044%3 ; 'r°?•.t• , O H O AND AT71CN 4��� SA[AN PG MN pl S-1'CUM RODI d d6" �- .A•A •;��R Wm 6D" AREA DRAIN AP a• " : CATCH BASIN AHHERAP[ROFsdHETyENT ,. .;..... 0 L(7 OJ U C� RO7p14E.11lNIMm SE SOTCNc'O LOOPS i' 01 , '. `j',! Z 2'MAPANn _ OVER 2'.2'POSTS NOTES: iii _ aotN Q�j t\ �/ fY11 1 BVRT]ORW w F1E1ER FABRIC A- Ff,GW {}- •70•N•1 fWR 511FOIE RAHLF u10 bNFv RF4MNTAL '� ` ` I ^ 1 xnnc.i.eROR PHONED a of •,r r,?• /'�d�M I ta- (I� /� 2. I••]•FR1.PRIE oa STEEL r�y�"E IL7l� p�ilR.�MxO (1RIB RAMP 4 y t/TCP4y'�,.a$f Q FpKT POSTS. \'"N6"•t:f'�.V St ��I ��''rr Row ., •' '4"c' --- /,��; ). POSTS TO BE lMSTALlE3 ON •A N•o. : �- a // ; PAYDADIT • uPNAL SSE Or SLOPE 1 -''\I,M(' .I Q. .. COM°ACT EOM SKS Fr FCIER FA-SW ' . `II 6:ii F • .. • • , `.. !> ,-, S. PANSLS wnT EC PLACED ii,'7;.f\\�/r'/i\r�4.6�%4aii�,Z4 • ., PLAN VIEW -3 iy�.4 '`''Y✓ CC1 VNG LO SP.PNC ON 1 l/////////''-'4/� //'.Y-' • MRR ES yr ! PROFILE 0[lAA Na]w DITCH INLET PLAN VIEW //�/ �'- • • J is- aNOTES: `' N . ""'" $'#pig "YYA�2/ 6- .6,66 c1 Hw 9r 1. THE GITAPHIE SHALL HE ukNTAINCO IN A CpDIROR TUT EAL PREVENT INADrNG DR FLWINc Or CC Y•. . S ah yw, r„,R,,*y`t]1_. .;:::: NOTES: SEMENT aM rO Neuc RHGNr-a-mrs.MS LAST REWIRE TIP dKSSPHG IIOAIR NW/O WEAN - , P. +� _ Z3;6-p-;�;:;yys ; • 1£ FILTER FABRIC uAIERIAL cur of Y MEASURES user,TW TR..n SEo1L i. - i*i: .f::': `;sv�E} ;k•*2.•^`t Ym. 3P-MD(ROLLS I, ADDITONA,MEASURES MUST BE '1 :.s: e• +' .: Slk •::.-•r t3}:: 1 OWEN IMAM IS.WEDS.4rLL BE SE ROTE INC.70 EA SIA = N 4A IED STONE MAr ;x•;f,,;;r.<a,.tx;'_.;;;,^;,;4:a •r CONSIDERED DEPENDING OH SOtL TIY t. s AMEN RA41NW IS REWIRED.HT 505 eE ROTE 04 AN AREA sIABURA MN ERI14E0 STONT _ p M rC: 'ri:": ..iiY•:AF.M1:: :Ah'i':wf t;•.0: ` TUT ORAN]AM AN APR10'.[W SepNENT TRAP OA SEDWIT exS.1 (f, tk:,.. kr AK:i';iv:i•A•.';i• ' I OWE AWNgT CONTAPEN6 SEM..U DEN RATER IS LEANNC AL VA HA ME cORSIRUCIIO. 0 t-/,:hi. .�:�....£., t: :f� 2. BID-FILTER BAGS SNOU 9E Ev P1NCE OMER OEAwR[S ENALL OE R/REv0+TE0 O milli RuHOFT ROOM AN REPROVED J vYJ 'A ''^ �7 ,I SEAMED M1ERC APPLkABLE USING TIROR Fc'WEN PROFILE (_� (2)1-2-AOODEN STALES OR ] - 7A2LLr Q APPROVED Mum.PER BAG- 2S LONO BY 20'wOE a-DEEP w Y.'LwN6 WEAN REIGt. Nrs FOR RNIIIQR wWRNFROR I' 6'MAxiAtV1A SPACING FOR RIRFNER PlORY,1011 I ♦ NOTES: Z H-I n VIEW ON SOON OTTER,see 3. WHEN USING 30'Bq-BAGS TO SO'LorF^.Er M-wpE.J a•WEAR ROCR, PE EN I.SA ouplvnn-n FIZQN T VIE YY DPP=A OF CLEAN RATER PR07ECT A CATCH BASIN YOU MUSS ON FTER OF CLEAN R SOKnN]O Au01Ugh NAT RcawE CEO E.RE F.Px TO PE CESp{A fERu SEE MOP G<R REO ARm uaNa(])1'xY NOW 1 Fqy M APPRam[COAL PO iAn smuts CR04W1 PRE1fNRW ENARTER A w BEAN wArtq PR[KNT SUS-TOL PU611.G. CNARTER A M WEM w.�. 050 SEDNA ENT CONTROL NAVE 4 BAGS ANO IMEY SNAIL er SERNCES CRO4011 PAEKNTNIN SERv2ES MOON FRESCO,. 1 41RFA(2 WIT R P100T1 A[7ar ARPL1CAlIDN. Q x15 ROAM ARO OES A RANO, OVERLAPPED BY B". Nq SOOto.,CONTROL AFA1 SEE M ONO2•NFRW 3. GI[IZ1 DADS CAN R CO.STIRN.,iO vfNc snow YMiTILi w WT1bl uATT>tAE]AS APPI101� P5201 C WO OESCN von. P,ANrF•1c ANO CE 4:Y.v.v. Sr M 05000T CH OTT. . VT INLET�E ECTION CONSTRUCTION ENTRANCE CHECK DAM 0 SEDIMENT FENCE CleanWateE '' ' CleanWeter Services (�ranWeie �`Services BIO-FILTER BAG C�eanWator SH vices f 0..o..oA1...1 YJwl- ON----'---'1.d..- Ow -.b.Me. Or armada.. 41... DRAWING N0.825 REMSED 12 OL MAILING NO.915 M•4-u 12-LM DOA Drawin• 855 RE'ASEO 12-06 ORANING ND.845 AE nSf:1r-[e • 1 - KM ITTRINERC Mw4A Rp1 , r i )i 11 el,ig, (N PIER 0,TCL1 SEE • RI i } • C'NAPTA.a c;EAN wArtn (114 i 1 0). � � � 6 •• • ARO EE]LY.1 CONTROL TROL T4N 11$, i w AI . - .1 1NMT•t. }AND EEDLEAI CfY1 TROL Wd51LWem ? � �IR.ANNRFC AND WESGN YAlAI AL• I' t.N I TE7TA11ON �L �I I - II _____i cni • 111;ii I 41(.14A 8 • �'i' i►�=, • b t' I ;It 1 i -�- A,- -S ' r - l it_ rift I .^I_t V ililiM • e ggqQQQ - J am -• �� CU4NAR 50R T DOPE nrwows 't • PCRsao.culAR TO aOPE r e 7 `, T • :: -b ' IL - `' pgIST11RBF0! I a� '�/ KQTA ON i © �� I ;, L• y y/ MIERCfPIWi E ll J • . R0A...F...,.,N.-x,«E l '1 • ,.+ ���1 USE DOZER IRACAS 10 CREME CR00KE i 4 ? } -• J EU®� U PLASTIC $il((1)NG tot rRMENDWAw roawe 6 Se 4 11 .il- E E , ��� ❑ ►w>les 1.• s a yq ki \I i 1 • m 1.NWlY11N l2.O•RM-Y a ...SEAYL REEA,wED �i�' �I ° S 3- f ; `t• 2.BARRIER RE171.P•J I,at a STOEv PAr F ` dy 3.COEEAPIG 5.0001 QO 110M]LY IN PLACE \ %'` ^.�7' - •��' A' i E B R S� '' 3 .J eV u9ND SANDORGS ON MS ON ROPESw MT.A A y\ ''.j _ y 111 ' ! S 2y(j • - .661RR2/1 IV ODD SIPNETIG N ALA CARECIIONS. /OR RAINER 1d...T10N •, �+�I S �� uF ocsw corcaA sn , £ p I•.� I F IA • 61 C>•A91ER A Cr C.C.6A1EA ��. Z- N SERNMES EROSION FIN-AB1iCW I 1 W�qN Q .. ALIO N4H0 Of Si. � R�I Lam® - poi . PLAnNNc 0 DE4W11.AHUAL '. w 2rJSJ5 - _• • :::;:_i TIRE WASH-(DRIVE-THROUGH) spy �M 5.1 • '� SURFACE ROUGHENING C'IeanlL eE Services (;{eanWNte rrServics N `III. PLA$T1C SME$TIN6 WFtE7rr7� SENIE� CAT TRACKING W. �.N..ne .- 0......N....N.Tw.. ! 0RA]W1G N0.H10 *twill 12-N ` OPAWNG N0.BJO __ 004000 l2-GCE IDRAEWNG NO.670 RENSFD 17-06 I. .,,, _i RwA • ,. . . • . . . • ...,,... _,I .E - SHEET / 21 (F 21