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Plans (82) . Q1i° d1'- O 7a'O ‘\751-S SVJ`CSO( c1 .. St 10 LC TnW BRIGHTWOOD RECEIVED y= APR 9LC W 2019 CIVIL CONSTRUCTION PLANS CITY OF TIGARD � =g BUILDING DIVISION >,8 y >Z I ��N CC y• Q _ _ J zz cn v,vii = . rL \ / / �� TAX LOTT639 I DEVELOPER UTILITY CONTACTS TAX MM 151.34AC iAX LOi 2636 TAX LOT 700 IALOT 2637 TAX LOT 2636 a N z `�" W iE :�.,�♦♦' .. TAX MM 151..HAC TAX MAP 141.3/D6 TAX MAP 16.1.34AC TAX MAP iS1.34AC F n a =N 1■�� ■\�o ♦�� �� . A%Loi,2w i VENTURE PROPERTIES, INC. POWER b2gEE 1' C5 CC �� >/ �1■ a TAX MAP 191.34E6 CONTACT: KELLY RITZ OFFICE COPY Y `�" me ♦ �' • PORTLAND GENERAL ELECTRIC W LL % ■■■■■.� NON: I: I.� .a �■ �' ��"� 1 TAY LOT,260° ���♦ .,� �� �T`/tf� 2 rAXMM,41.340B1 4230 GALEWOOD ST., SUITE 100 121 SW SALMON STREET Z g e m /t ,tom � 1LAKE OSWEGO, OR 97035 CONTACT: PGE SERVICE DESKt a� !:'&ii ' PORTLAND, OR 97204 0��//■■■■■■\ /� A% OT naD, y■■.■� �■. '� '. 111 TAX _Ii■ Isa a� Iu I � - PH: 503.323.6700 r Imp, d��a ■■�■��41111 a ma IAA CIVIL ENGINEERING/SURVEYING/PLANNING IIIlilll/1/ N i ��= �uIU/III IIIA■■Qp 1■■■.� �' = ' SW ELLSON LANE O 11111111/ ----, ■a1 ♦��� Ata ■■0111111 ■ : P PROJECT �1,1111111111 r �` AXwA�;6°°° -- /ARBORIST/LANDSCAPE ARCHITECTURE FIRM GAS 0Z�� :�= ,,,'==+�a�■{� s�i SITE 3 Az LOT,2700 r AKS ENGINEERING & FORESTRY, LLC. NORTHWEST NATURAL 0 O �r'�r�'�"/�= ,y a%MM'4'. CONTACT: DARKO SIMIC, PE220 NW 2ND AVENUE 11111 Vic■ ■■■■11 IIill M ■■III" ' 1 .A-1,I1fjII „ �"�” 12965 SW HERMAN ROAD, SUITE 100 PORTLAND, OR 97209 O (n""'��i ■■■■■■■■■■■■ „ rAx LOT 1,3 TUALATiN, OR 97062me" ■■■1■■� . .am IIIIIM • I 0 co • ■: IE�,1=ill . `.I,►' *' LOT 80° -I 5 1t TAXrAxMM,4,3106 a ____ CITY OF TiGARD �1 6 8 ;::::: :��♦��O'�t� ' D : O . �,� a GEOTECHNICAL ENGINEER CONTACT: SAM MORRISON �,,■. =�'\��� 44 011/49 .�=■ /\ 6 GEOPACIFIC, INC. 13125 SW HALL BOULEVARD CO ice ��� < III, (� ow CONTACT: JIM IMBRIE, PE, GE 11GARD, OR 97223 z AXAxMM N 14835 SW 72ND AVENUE PH: 503-639-4171 7 TiGARD, OR 97224 VICINITY MAP �` Q LOT,4,7003106 N PH: 503-598-8445 TELEPHONE 1 TAX LOT 12600CI 2 I I TAX MM 151.34061 FRONTIER I—3 NOT TO SCALE 411, _ - PROJECT LOCATION: ® CONTACT: TAM NGUYEN 11375 SW NORTH DAKOTA STREET 990 SW GREENBURG ROAD J _______-- 11GARD, OR 97223 11GARD, OR 97223 ~ >m \ SW NORTH DAKOTA ST LAT: 4576'23.26"N LON:122'47'37.96"W PH: 800-778-9140 W 1— PROPERTY DESCRIPTION: CABLE I Z SITE MAP TAX LOT 600 (WASHINGTON COUNTY ASSESSORS COMCAST Cl) C.) SHEET INDEX C109 STREET TREE LANDSCAPING PLAN COMPOSITE UTILITY PLAN 1-=50' MAP 1S 1 34DB) LAND LOCATED IN THE CONTACT: ALEXANDER SILANTIEV SOUTHWEST ONE-QUARTER OF SECTION 1, 11308 SW 68TH PARKWAY W C150 COMPOSITE UTILITY PLAN TOWNSHIP 2 SOUTH, RANGE 2 EAST, WILLAMETTE 11GARD, OR 97223 GENERAL SHEETS STORMWATER CONSTRUCTION PLANS MERIDIAN, CLACKAMAS COUNTY, OREGON PH: 503-596-3811 Z Q. C001 GENERAL COVER SHEET WITH SITE AND VICINITY MAP O Q C200 STORMWATER COVER SHEET NOTE: THIS DESIGN COMPLIES Q C002 GENERAL CONSTRUCTION NOTES C201 STORMWATER '1' PLAN AND PROFILE WITH ORS 92.044(7) IN THAT EXISTING LAND USE: SEWERS V LJ.1 C003 CITY OF 11GARD CONDITONS OF APPROVAL C202 STORMWATER FACILITY AND STORM '2' PROFILE NO UTILITY INFRASTRUCTURE IS SINGLE FAMILY RESIDENCE CITY OF 11GARD Q F- C004 EXISTING CONDITIONS PLAN DESIGNED TO BE WITHIN C203 STORMWATER FACILITY DETAIL PLANTING PLAN CONTACT: THERESA REYNOLDS C005 PRELIMINARY SUBDIVISION PLAT i-FOOT OF A SURVEY PROJECT PURPOSE: AND ROB BLOCK CO C204 LIDA FLOW-THROUGH PLANTER DETAIL PLANTING PLAN MONUMENT LOCATION SHOWN TREE PRESERVATION PLANSSINGLE FAMILY DETACHED RESIDENTIAL 8 13125 SW HALL BOULEVARD LLI = C205 STORMWATER DETAILS ON A SUBDIVISION OR LOT SUBDIVISION IN THE R-4.5 DISTRICT 11GARD, OR 97223 Z C030 TREE PROTECTION AND REMOVAL PLAN C206 STORMWATER DETAILS PARTITION PLAT. NO DESIGN PH: 503-639-4171 MODIFICATION OR FINAL FIELD IJJ 1200C EROSION AND SEDIMENT CONTROL PLANS C207 STORMWATER DETAILS LOCATION CHANGE SHALL BE DATUM: CI C050 EROSION AND SEDIMENT CONTROL COVER SHEET C208 STORMWATER DETAILS PERMITTED IF IT WOULD CAUSE VERTICAL DATUM: ELEVATIONS ARE BASED C051 CLEARING AND DEMOLITION ESC PLAN SANITARY SEWER CONSTRUCTION PLANS ANY UTILITY INFRASTRUCTURE ON WASHINGTON COUNTY BENCHMARK NO C052 GRADING, STREET, AND UTILITY CONSTRUCTION ESC PLAN C300 SANITARY SEWER COVER SHEET TO BE PLACED WITHIN A 169, LOCATED SET IN CURB AT THE DESIGNED DT: os DS C053 EROSION AND SEDIMENT CONTROL DETiALS C301 EXISTING SANITARY 'A' PLAN AND PROFILE PROHIBITED AREA. SOUTHEAST CORNER OF S.W. 116TH AVE. DRAM AT AND S.W. 11GARD DRIVE. (ABOUT 0.6 MILES IMPERVIOUS AREA: CHECKED 6Y: AHH SITE GRADING PLANS WATER CONSTRUCTION PLANS SOUTH OF SCHOLLS HWY. ELEVATION = scl E As WED PUBLIC STREETS AND SIDEWALKS (WITHIN ROW): ±13,583 SF DAlE:02-21-2019 C070 SITE DEMOLITION PLAN C400 WATER CONSTRUCTION COVER SHEET ) C071 SITE GRADING PLAN 180.99 FEET NGVD 29. C401 WATER PLAN AND KEY NOTES ) PRIVATE PROPERTY (8 LOTS ® 2,640/LOT): ±21,120 SF ��(`�� s STREET CONSTRUCTION PLANS C402 WATER DETAILS APPROVED FOR CONSTRUCTION BY T7....4cr7oz;rifFO.:.711;74 \St TN,4,`W C100 STREET COVER SHEETTOTAL SITE AREA: ±86,249 SF 84 os THIS APPROVAL IS ONi-Y FOR r3�.�C101 SW 114TH PLACE & SW ELLSON LANE PLAN AND PROFILE WITHTHEDESIGNCO 5PTAN AREA OF DISTURBANCE: ±85,931 SF n n:.: rt:���i k .1 ��ORXcox C102 SW NORTH DAKOTA STREET PLAN AND PROFILE WITH APPLICABLE CO5.a AN - A_�0` SHALL NOT BE CONST2tiLD AS R`':Yalta'iEUt u4%,NC103 SW NORTH DAKOTA ST & SW 114TH PLACE CURB RETURN ATTENTION EXCAVATORS: 0 s`�%coENGINEER OF FULL RESPONSIB+=.lT1' 0R AGwU ".CY AND RENEWAL DATE:6/30/20 C104 SW ELLSON LANE & 114TH PLACE CURB RETURN - COMPLETENESS OF THE DRAW+NCAS.THIS FLAN REVIEW �N OHS C105 STREET DETAILS APPROVAL DOES NOT PREVEN TI0�8 CIT FROM OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ELo. OREGON U11UTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH Y3 REQUIRING OTHER CODE IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY C106 STREET LIGHTING PLAN I gy JOB NUMBER Date: OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CAWNG C107 STREET SIGNAGE PLAN 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, RECEIVED 6460 C108 STREET SIGNAGE DETAILS /^ (503) YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT FEB 2 5 2"y SHEET 1 , UTILITY LOCATES PRIORT 232-1987 LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS Aoo� g �) 48 BUSINESS HOUR NOTICE TO EXCAVATION DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. PIANN+NGIENuin �' C I CD 41 TREE8 TREE SPECIES DBHIIN.) PRESERVE/ " U AT�OPoST oasERwLnaN REgMRED TREE PROTECTION NOTES; REMOVE DURING EPEE ECTOVAL FENCING. I, /// ¢1- 10697 DOUGLAS-FIR 21 PRESERVE 11768 WILLOWCCHERRY 12 REMOVE TEE PROTECTION / LEGEND \ A. NO CHANGE$TEN C NE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN ;c� 10698 DOUGLAS-FIR 31 PRESERVE 11760 CHERRY 14,16 REMOVE N11HWT WRITTEN CONSENT FROM THE PROJECT ARBORIST AND CITY ARBORIST. y • 10701 WESTERN REDCEDAR 11 PRESERVE 11761 RED ALDER 10,12,16 REMOVETAX LOT 2639 TAX LOT 2638 7he Icti 5 O TAX LOT 2637 TAX LOT 2636 B. TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. 10917 GRAND FIR 13 REMOVE 11762 WESTERN REDCEDAR 14 PRESERVE TAX MAP 1SJ.34AC TAX MAP 151.34ACa a 10971 DOUGLAS-FIR 50 PRESERVE 11764 WESTERN REDCEDAR 17 PRESERVE TAX MAP 15.E-34AC TAX MAP 15.1.34ACcc 11044 RED MAPLE 9 PRESERVE 11767 WESTERN REDCEDAR 26 PRESERVE / ( / I EXISTING GROUND CONTOUR(1 FT) - C. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY IRE a 11483 WILLOW 15 REMOVE 11773 WESTERN REDCEDAR 6 PRESERVE �` '- }-.- DESIGNATED TO REMAIN,INCLUDING,BUT NOT UNITED TO,PARKING EQUIPMENT,PLACING a 11485 WILLOW 12 REMOVE 11774 WESTERN REDCEDAR 16 PRESERVE 12072 12089; ;;" 12 EXISTING GROUND CONTOUR(5 FT) --445-- SWViN75,STORING BUILDING MATERIAL AND SOIL DEPOSITS,DUMPING CONCRETE WASHOUT AND �, • cn o 11486 WILLOW 32 REMOVE 11775 WESTERN REDCEDAR 23 PRESERVE �,_'I - r ;i-. 11875 LOCATING BURN HOLES. 4 oy z 11488 WILLOW 6 REMOVE 11776 CHERRY 15 REMOVE 1 -' 12071 '. �! 22088 \, -1 L-- ---� FINISHED GRADE CONTOUR(1 FT) -- NS i g 11489 WILLOW 11 REMOVE 11778 WESTERN REDCEDAR 28 PRESERVE U / \ 1 / / ^II D. ATTACHMENTS TO TREES DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ' >z 11490 CHERRY 10 REMOVE 11780 WESTERN REDCEDAR 38 PRESERVE I ,1 12090♦ 12812 / / ANY TREE DESIGNATED FOR PRESERVATION. In ¢_ 11491 WILLOW 13 REMOVE 11781 MAGNOLIA 8 REMOVE I / N '�300I�'.; ,7 -4.:,...,_ J N FINISHED GRADE CONTOUR(5 FT) o =Z 11492 WILLOW 6 REMOVE 11782 CHERRY 18 REMOVE TAX LOT 1200 +1't �`�+;,V 1zot3\ \ I -,- E. PRIOR TO ANY GROUND DISTURBANCE,TILE CONTRACTOR: 'e g N Q 11493 WESTERN REDCEDAR 6 REMOVE 11783 CHERRY 18 REMOVE I .- _ 2005 I 1 \� EXISTNG CONIFEROUS TREE zm"-,n i Ja TAX MAP 181.3408 .�._ I. 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE E7 11494 WILLOW 10 REMOVE 11798 BLACKLOCUST36 PRESERVE __ TAX LOT 12800 11497 WILLOW 23 REMOVE 11799 ENGUSH HAWTHORN 12 REMOVE -- ��, L.�;� ` i TAX MAP 15.E-34DB OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED zu H z�'�� w F 11498 WILLOW 7 REMOVE 11805 BIGLFAF MAPLE 20,28 PRESERVE ' 12104 'N ' 12050 ,p�p��12042 / EXISTING DECIDUOUS TREE 0 TREES OR GROUPS OF TREES AS SHOWN. a Jo ,,;"'IS w 11499 WILLOW 7 REMOVE 11809 BLACK LOCUST 27 PRESERVE t'':... 4 \`4' `I / ¢'S JR I CO 11501 WILLOW 9 REMOVE 11813 BLACK LOCUST 15 REMOVEI 2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,DR a --4 o w LL 11502 WESTERN REDCEDAR 8 REMOVE 11814 BLACK LOCUST 6 REMOVE -=: I /I I 12014 I1 ,�.y TREE REMOVAL ,+ WITH PLYWOOD OR SIMILAR MATERIAL,OVER THE ROOT ZONE OF A TREE IN ORDER TO 11603 WILLOW 17 REMOVE 11815 BLACK LOCUST 6 REMOVE ,[ 1 1 5,�' • -L PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. 11505 BIGLEAF MAPLE 12 REMOVE 11857 CHERRY 16 REMOVE :7 /-C I— -11993 JJJ11 ` V 11507 WESTERN REDCEDAR 6 REMOVE 11859 BLACK COTTONWOOD 28 REMOVE 11989 411�� ' 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY 0 w 11509 RED ALDER 20,26 REMOVE 11866 BLACK COTTONWOOD 12 REMOVE TAX LOT 1100 ���g •'`4 08 �, ♦ ,, �� 2018 w4 1 i TREE PROTECTION FENCE DAMAGING ACTIVITIES WITHIN THE TREE PROTECTION ZONE /rt 11510 CHERRY 12 REMOVE 11867 BLACK COTTONWOOD 37 REMOVE TAX MAP 182.3408 / kip.. _ a-4:". i-4' _s 44 /, 4 �\ . v t • ,II1I4 - T L �(� s ---+-� _ - 4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO(2)FEET DEEP 13513 CHERRY 9 REMOVE 11892 WILLOW 6,6,7,8,8 REMOVE ��'� ,.ypy� • TRENCH,AT THE EDGE OF THE EPEE PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS 11514 BIGLEAF MAPLE 18 REMOVE 11903 RED AIDER 15 REMOVE 11985 ��, �1 ���,11516 CHERRY 16 REMOVE 11905 RED ALDER 26 REMOVE / 444I •�M7�' '��i�, S�1t n�y7� - �: \ Of EPEE$TO BE DETAINED.I, N - , Y� ,. - -..,, -- . ► \ NOTE: SEE COVER SHEET Fat GENERAL PLAN LEGEND QOii 11517 CHERRY 168 REMOVE 11908 BIGLENREDCEE 18 PRESERVE ` ��\ sv �'�� ;� . E LSO_LANE® \\11518 BIGLEAF MAPLE 18 REMOVE 11909 WESTERN REDCEDAR 15 PRESERVE �y��/, 1984 IC — y,,, 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN11520 BIGLEAF MAPLE 21 REMOVE 13913 ENGLISH HOLLY is REMOVE r--+' S 's;.�,_ Tr,� - ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY,AND MAY BE REQUIRED Z 11522 WESTERN REDCEDAR 13 REMOVE 11916 BIGLEAF MAPLE 18,22 REMOVE I � 4ii, '„/ �/ �� ��5� _��I - - �M TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTIUZING. 0 O 11523 WILLOW 14 REMOVE 11918 BIGLEAF MAPLE - 19 REMOVE, I; I I NITI- I V,- _'.". 6. SHALL MAkITAIN THE TREE PROTECTIIXJ FENCING IN PUCE UNTIL THE PROJECT ARBORIST O 11527 WESTERN REDCEDAR 16 REMOVE 11920 CHERRY 14 REMOVE ' \ L-r' �r. ®����1'N���1�•® ���`! _ GENERAL NOTES: AND CITY ARBORIST AUTHORIZES THEIR REMOVAL 11528 WILLOW 6 REMOVE 11922 CHERRY 9 REMOVE __ 11529 WILLOW 10 REMOVE 11923 CHERRY 14 REMOVE '` \ ' - ,,)5L _ �'.t - QA�I@ ll'-_' - 1. EXACT LOCATION OF FUTURE BUILDINGS IS CURRENTLY UNKNOWN.THE BUILDING 11531 CHERRY 8 REMOVE 11924 ENGUSH HAWTHORN 12 REMOVE / / W-E \' SETBACKS ARE SHOWN AS A REFERENCE OF THE MAXIMUM BUILDING AREA 7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE > 11532 WESTERN REDCEDAR 11 REMOVE 11925 CHERRY 12 REMOVE TAX LOT 1000 �� 1+ �, E 1 �— L- I.,. ALLOWED PER LOT. SUBSEQUENT TO THE REMOVAL Of THE BARRIERS SHALL BE ACCOMPU9IED WITH LIGHT 11533 WESTERN REDCEDAR 17 REMOVE 11926 CHERRY 8 REMOVE TAX MAP TS.1.34DB \ \ I 1 '"1 • IM, MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH COMPATIBLE WATER 11536 WESTERN REDCEDAR 7 REMOVE 11927 CHERRY 10 REMOVE 1. I I I \ ` / �ILP+7. / REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM 2 CI 11537 BIGLEAFMAPLE 11 REMOVE 11928 'CHERRY 13 REMOVE I I) 1 � ,SII.-1 I I I N TRUNKS. C� CO 11542 WESTERN REDCEDAR 17 REMOVE 11931 ENGUSH HAWTHORN 13 REMOVE I I I I /• J % ' 11544 WILLOW 9 REMOVE 11932 CHERRY 18 REMOVE 1 , iq ,, I I I I F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE 11545 WESTERN REDCEDAR 11 REMOVE 11935 DOUGLAS-FIR 20 PRESERVE I I ��,� I I I - ROOT PROTECTION ZONE NOTES: WITHOUT THE PROJECT ARBORIST'S AUTHORIZATION.THE PROJECT ARBORIST MAY ALLOW 11546 WESTERN REDCEDAR 8 REMOVE 11939 DOUGLAS-FIR 30 PRESERVE I ALI I COVERAGE OF UP TO ONE HALF CE EHE AREA OF THE TREE'S ROOT ZONE WA1H LIGHT SaLS o I I ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED VATH PROJECT 0/�3\ 11553 WESTERN REDCEDAR 13 REMOVE 31975 DOUGLAS-FIR 30 REMOVE I ' W S I L + ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES (NO CLAY)TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING < 11555 WESTERN REDCEDAR 7 REMOVE 11976 DOUGLAS-FIR 20 REMOVE —�-- -� 4 I I .{ 1 :! PLANS,IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE.AERATION DEVICES MAY BE 11557 WESTERN REDCEDAR 6 REMOVE 11978 CHERRY 13 REMOVE TAX LOT 900 I, �-i , l I I. EXCAVATION INN THE TOP CA OF THE SOIL IN THE CRITICALOSTROOT ZONE AREA 0 11559 DOUGLAS-FIR 38 REMOVE 11979 CHERRY 18 REMOVE TAX MAP 1S.1.34DB I I I^I,, I, d" 1 4.• •• , I — SHOULD PEON AT THE EXCAVATION UNE THAT IS CLOSEST TO THE TREE. REQUIRED TO ENSURE THE TREE'S SURVIVAL z 11561 DOUGLAS-FIR 18 REMOVE 11981 CHERRY 10 REMOVE 8 I, ,ll 1* \i 6,411 TAX £OT 610 1 AP , 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WA1H A BACKHOE AND G. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR 11565 DOUGLAS-FIR 29 REMOVE 11984 CHERRY 26 REMOVE I 1 ''� Q TAX 1.98 15.1. B A PERSON WITH A SHOVEL,PRUNING SHEARS,AND A PRUNING SAW. ERODE INTO THE TREE PROTECTION ZONE,IT SHALL BE PERMANENTLY STABILIZED TO PREVENT 11568 CHERRY 9 REMOVE 11985 CHERRY 13 REMOVE / 'j F 11857 <0 11569 CHERRY 6 REMOVE 11989 CHERRY 25,37 REMOVE I II , ''/�� <71\ �1CRES 3. IF DONE BY HAND,ALL ROOTS 1'OR LARGER SHOULD BY PRUNED AT EHE SUFFOCATION OF THE ROOTS �./z 11570 CHERRY 6 REMOVE 11992 CHERRY 6 REMOVE I II e.' '1 19Nb I I EXCAVATION UNE I TAX LOT 12700 H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE FREE PROTECTION ZONE OF F-3 11571 ENGUSH HAWTHORN 8 REMOVE 11993 CHERRY 9 REMOVE - 9,,143, " -\ 4. IF DONE WITH A BACKHOE MOST LIKELY SCENARIO),THEN THE OPERATOR 11574 WESTERN REDCEDAR 47 REMOVE 11994 CHERRY 6,11 REMOVE -` `7 � �•�1'4� TAX MAP 1S-1.3408 ( ) ANY TREE TO BE PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST THE I 1'- i 1 4 I \ SHALL START THE CUT AT THE EXCAVATION UNE AND CAREFULLY'FE.FL'FOR PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION 11575 WESTERN REDCEDAR 40 REMOVE 11995 CHERRY 6,20 REMOVE ;"111 I } I I 1 ROOTS/RESISTANCE WHEN THERE IS RESISTANCE,THE PERSON WITH THE 11578 WILLOW 16 REMOVE 12003 DOUGLAS-FIR 20 REMOVE .. '.r 7`11•., DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED ci=�,q I_,I ,-1 I — \ — — �\M SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN DAMAGE TO THE IMPERVIOUS SURFACE. 0 11579 BIGLEAF MAPLE 9,9 REMOVE 12005 BIGLEAF MAPLE 18 REMOVE �� ,,I- „� I — 1'DIAMETER. 11580 WESTERN REDCEDAR 14 REMOVE 12006 BIGLEAFMAPLE26 REMOVE ' �m�—,. L TO THE GREATEST EXTENT PRACTICAL UTIUTY TRENCHES SHALL BE LOCATED OUTSIDE OF THE 11581 EWILLOWRN RED 10 REMOVE 12012 DOUGLAS-FIR 39 REMOVE .I I 1�' � (�� 11582 WESTERN REDCEDAR 6 REMOVE 12013 DOUGLAS-FIR 30 REMOVE 1.' I 4,� \ 11939 TREE PROTECTION ZONE OF TREES TO BE PRESERVED.THE PROJECT ARBORIST MAY REQUIRE 11583 WESTERN REDCEDAR 8 REMOVE 12015 CHERRY 12 REMOVE I ilia + N \ THAT UTILITIES BE TUNNELED UNDER THE ROOTS CF TREES TO BE PRESERVED IF THE PROJECT Q 11585 WESTERN REDCEDAR 9 REMOVE 12020 DOUGLAS-FIR 42 REMOVE I II 1! i �FI�' I I 11658 •iiiI 11935 ARBORIST DETERMINES THAT TRENCHING WWID SIGNIFlCANELY REDUCE THE CHANCES OF THE Z 11592 WESTERN REDCEDAR 52 REMOVE 12034 WILLOW 12 REMOVE TAX LOT 800 4 r1 1 1 "11 ME- B4I 1y TREES SURVIVAL Z 11594 BIGLEAF MAPLE 20 REMOVE 12035 WILLOW 9 REMOVE TAX MAP 1S.1.34OB I y R I I P, 11657 \ , 11595 WESTERN REDCEDAR 13 REMOVE 12036 WESTERN REDCEDAR 36 REMOVE Y i 1k I ,5 �I 11909 4 11904 N E'R i IMED d DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR Q J 11596 CHERRY 15 REMOVE 12037 CHERRY 14 REMOVE I I 1 I I Ij7411' —\ \ - - ARIII)RIS i PRESERVATION. 11599 WESTERN REDCEDAR 7 REMOVE 12039 RED ALDER 16 REMOVE ( L- ' — — 11604 WILLOW 18 REMOVE 12043 CHERRY 15 REMOVE I 1lI - ~II=�R N. -�• ��©' �` 5 K. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES WHICH ARE a CHERRY 15 REMOVE 12044 CHERRY 10 REMOVE I I'I I 'I Ir N —'—— — —�. _ CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. U 11606 CHERRY 14 REMOVE 12045 CHERRY 6 REMOVE _ 7,, \ 813 W 11609 WILLOW 11 REMOVE 12046 CHERRY 10 REMOVE e1.J:w11 l ��i I V \\ �4• 118050 „ E r/rr- 11605 L AT THE COMPLETION OF CONSTRUCTION,ALL FREES SHOULD ONCE AGAIN BE REVIEWED TO Q 11610 CHERRY 17 REMOVE 12048 CHERRY 38 REMOVE I _'I1� ,r•1 I I - L EVALUATE THOR CONDITION.LAND CLEARING AND REMOVAL CE ADJACENT TREES CAN EXPOSE11611 CHERRY 20 REMOVE 12049 CHERRY 10 REMOVE W I I_ �. r1 -6, 11 6 n \� i� / SCALE: 1'=30 FEET TC PREVIOUSLY UNSEEN DEFECTS AND OTHERWISEHEALTHY TREES CAN BE DAMAGED DURING 0 O 11612 CHERRY 12 REMOVE 12050 CHERRY 25 REMOVE V I N ,;4 11 .' s 1J CONSTRUCTION. 11616 CHERRY 6 REMOVE 12060 DOUGLAS-FIR 12 REMOVE 5 I I ' I liNitilIter. 441 ► 11798 Is11617 WESTERN REDCEDAR 7 REMOVE 12063 DOUGLAS-FIR 23 REMOVE Q. J1 IIHOUSE M. STUMPS SHALL BE GROUND(CR LEFT IN PUCE)AS NECESSARY SO AS NOT TO CAUSE DAMAGE ce 2 1 H I , L� — ,•— — Jp 1 30 0 12 18 24 30 DAVID J. STEINKE TO THE ROOT ZONES OF ADJACENT TREES TO BE PRESERVED ON THE SUBJECT PARCEL OR A 11619 CHERRY 15 REMOVE 12063 WESTERN REDCEDAR 12 PRESERVE z ARR't in / � annrcArznulle0c PO-811a� CL 11625 ENGUSH HAWTHORN 14 REMOVE 12064 ENGLISH HOLLY 6 REMOVE E,., �•Iy 4Q2 I EWRL11OR 611E t2/S1/21 ABUTTING PARCELS.STUMPS NEAR PROPERTY UNES SHALL ALSO BE GROUND(OR LEFT IN .421 I 1177911 11631 BIGLEAF MAPLE 22 REMOVE 12065 WESTERN REDCEDAR 12 PRESERVE I I d 1718c,!:,./.. �,p�11 TAX LOT 12600 PUCE)AS NECESSARY SO AS NOT TO CAUSE DISTURBANCE TO ADJACENT PARCELS11633 WESTERN REDCEDAR 6 REMOVE 12068 DOUGLAS-FIR 36 REMOVE 1 4 l e�' t(y DECK , TAX MAP 15.1.3408 W CC11634 WESTERN REDCEDAR 7 REMOVE 12069 DOUGLAS-FIR 40 REMOVE ^ II 1 I II"+•4116119 •,i'� Rif I III 11635 RED ALDER 12,12 REMOVE 12071 BIGLEAF MAPLE 12 REMOVE TAX LOT 700 co I III' I I \ 4 f 11636 RED ALDER 10,18 REMOVE 12072 DOUGLAS-FIR 15 REMOVE TAX MAP 2$.7.3408 I .I;:II 411I606 11 _ CC 11638 CHERRY 13 REMOVE 12075 DOUGLAS-FIR 12 REMOVE I I I' I R� 11.. I 11644 DOUGLAS-FIR 36 REMOVE 12076 DOUGLAS-FIR 28 REMOVE ; I: I\ W 19„ I J1 592 / 117/8 2172 _ ANCHOR 2'POSTS UH CHANNEL BE L_ I 11596 by N7/6. pp MINIMUM 2 STEEL U ORHIGHLY VISIBLE 11647 ENGUSH HAWTHORN 12 REMOVE 12077 WILLOW 14 REMOVE � � I � I // `� � � !:`�4 9 ARBORIST OBSERVATION RE 1 2 DIA.TUBING OR 8'O.C.MAX RAGGING ATTACHED TO 11 I I I N, `B/ — _ �' ■. JIne3 , DURING ALL TREE REMOVAL NOS 2 TIMBER, 11648 ENGLISH HAWTHORN 8 REMOVE 12081 BIGLEAF MAPLE 15 REMOVE I —. 4X4 BER,B IN LENGTH TOPS OF ANCHOR POSTS / \ 4 i n 1 1513 1 117)5 TREE PROTECTION FENCING. •I- ■ 11652 CHERRY 16 REMOVE 12082 DOUGLAS-FIR 37 REMOVE I I ) I I a' 6.;,,,,,g 04 ,gA(}� - , �' 7 _�# , 1 11657 DOUGLAS-FIR 24 REMOVE 12090 BIGLEAF MAPLE 10 REMOVE Fya 1142 �� �{� DESIGNED BY: DS 11658 DOUGLAS-FIR 28 REMOVE 12091 DOUGLAS-FIR 20 REMOVE I I - I 'ate ;4(51p 1 I /� x'11/3 ) z 2'SWAM 9 GAUGE DS 11661 WESTERN REDCEDAR 48 REMOVE 12097 DOUGLAS-FIR 38 REMOVE I I 7 1 I I11555 M 11582 M' + `- # • z GALV I WIRE MESH DRAW BY 11738 RED ALDER 18 REMOVE 12098 BIGLEAF MAPLE 14 REMOVE 11� Ii ;11 6, 1,J781 r '-11583 / 1211411755 4w 31.4 45 i 11739 DOUGLAS-FIR 26 REMOVE 12101 BIGLEAF MAPLE 25 REMOVE I• I ,,2 "i 11 'i - 115&1 / - I '16- IR u RTI I CHECKED Al: AHH 11740 WESTERN REDCEDAR 9 REMOVE 12104 DOUGLAS-FIR 40 REMOVE I I :7'I 0 I / ''v 115§8823 11 578 8 117RF .4 II,.', �„. AS NOTED ry � M w4 i.11V" i SLATE: 11741 WESTERN REDCEDAR 14 REMOVE 12108 CHERRY 13 REMOVE I I I � jjl 11531155W$� / A 11 J �=/ ����������������� / DATE 02-21-2019 11743 RED ALDER 15 REMOVE 12109 CHERRY 9,13 REMOVE 414`,A,Ik*jj'S 11 11748# RIN ANCHOR POSTS MUST BE 11744 ENGLISH HAWTHORN 5,6 REMOVE 12110 CHERRY 13 REMOVE // I I,: I i L 44.1=1-.411521-115*- ,_ 7G _ ' 117474,4 11784 INSTALLED TO A DEPTH OF 11745 CHERRY 14 REMOVE 12111 CHERRY 13 REMOVE 14r 4_ 11 t i 11751 ♦ NO LESS THAN 1/3 THE 11747 CHERRY 10 REMOVE 12114 RED ALDER 15 REMOVE — _ _ 1 I T. L Y II." 4-L • "�174U 11748 WESTERN REDCEDAR 6 PRESERVE 12117 WESTERN REDCEDAR 11 PRESERVE _ _ F_: ,, 4� 'a -�1'-7;,^,' '*4 w4 40 NOTES: ~ 11r +,4' -- s 1. METAL FENCE FOR TREE PROTECTION DEVICE,ONLY. 11750 WESTERN REDCEDAR 7 REMOVE 12119 CHERRY 11 REMOVE - '"� � 4 1 1b _ - - g 11751 16 REMOVE 12120 CHERRY 8 REMOVE 3 7 `I.SLS - Ana E '•41 't.I��trtal'���0 f��4 2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. 11753 WILLOW 7 REMOVE 12121 ENGUSH HAWTHORN 6 REMOVE -- 'II- -- - - _ �M1 -•E,•.„ - 3- BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED BY THE ARBORIST PRIOR TO INSTALLING DEVICES. ii O 11754 WESTERN REDCEDAR 12 PRESERVE 12122 ENGLISH HAWTHORN 7 REMOVE �T✓.-' • C. "A -I ,I,. -" - c+s - - sm -�- '..-4'•• 4. AVOID DAMAGE TO CRITICAL ROOT ZONE. DO NOT DAMAGE OR SEVER LARGE ROOTS WHEN INSTAWNG POSTS. ""`---- mrs-- =... 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. O 11755 CHERRY 11 REMOVE 12123 CHERRY 7 REMOVE �• - -'s""- — - fru- - SW-NORTHllAkUlTA cT 11756 CHERRY 14 REMOVE 12124 CHERRY 10 REMOVE j -- G1 - t ,- / / / / METAL TREE PROTECTION FENCE PENSIONS - _ ^0.�1-- ._ t T- .r--'^ - ao72'-.fes'"i rwr -17-4 3 - `,� T ---,..--7"..-:;.- t .. ,711 / —r� iiiii n I = I - °°-= -ri�-�`-� a 004 I € ^Q5•_ -- s6 •_- -T T� 107011 4 1"" I 1�r SEE SUPPLEMENTAL ARBORIST JOB NUMBER 8 ajjj����— TAX LOT 2300 TAX LOT 2400 I TAX LOT 2500 REPORT FOR MORE INFORMATION 646 /� TAX MAP 151.3408 TAX MAP 1S.1.34DB I TAX MAP TS.1.340B SHEET I C030 BRI HTWSUBDIVISIONCo ¢ ... DWCC ¢U as 7 a 1200CN EROSION AND SEDIMENT CONTROL PLAN =y liniAl� y'.� .. STANDARD EROSION AND SEDIMENT BMP MATRIX FOR CONSTRUCTION PHASES ED Z›,9. S �m0 **'/ �W gum is • CONTROL PLAN DRAWING NOTES: REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPS &� N m = 't� a� ANSI. 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR STREET AND "�P. c. c.,• d (53 ..igif •,� MD. . �� PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. MASS UTILITY FINAL WET WEATHER z `�� CLEARING SITE w g M M ¢a �mg ', �1�1'� 2 THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS GRADING INSTALLATION STABILIZATION (10/1-5/31) Ea ¢ em -�1� ��r „"' AB ; DEVELOPER/APPLICANT DURING THE CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE CONSTRUCTION a�F�� Z W ♦�• '.z,:...; IMI~ '•��� LOCAL,STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. EROSION PREVENTION 2,22 q co¢ ■'-/��������` �� ��' IIIIIII� VENTURE PROPERTIES, INC. 3. SUBMISSION OF AU.ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESOP REVISIONS IS ONLY UNDER PRESERVE NATURAL VEGETATION x x x x x x i 2L: o W 2 uIl��hu��ry - w�1111�1 011 ��i�. II CONTACT: KELLY RITZ SPECIFIC CONDITIONS SUBMIT ALL NECESSARY REVISION TO DEQ OR ALIT. _._ ter;. , 4. PHASE CLEARING AND GRADING(TO TUE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM GROUND COVER� � /� PROECT 4230 GALEWOOD ST., SUITE 100 BECOMING A SOURCE OF EROSION, HYDRAULIC APPLICATIONS Z ' LAKE OSWEGO, OR 97035 5. IDENTIFY,MARK,AND PROTECT BY CONSTRUCTION FENCING OR OTHER MEANS CRITICAL RIPARIAN AREAS ANDO : `' - VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE PLASM C SHEET NG x /R T-Ei-1 �'. .. ■■ :10y�' , �I im, I PRESERVED.IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SIZE AND SENSITIVE AREAS(E.G.,WETLANDS),AND MATTING x x x x 0 TN iJ l a +• • OTHER AREAS TO BE PRESEfRVED,ESPECIALLY IN PERIMETER AREAS W a �� ��� CIVIL ENGINEERING FIRM 6. PRESERVE EXISTING VEGETATION MEN PRACTICAL AND RE-VEGETATE OPEN AREAS RE-VEGETATE OPEN AREAS DUST CONTROL x x x x x ,g ■■■■■■■■■■■■■■■■ II- in WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYI E OF VEGETATIVE SEED MIXCC no���m�„ - - ,"� lug - I AKS ENGINEERING & FORESTRY, LLC. USED. TEMPORARY/PERMANENT SEEDING x x x x O �emnN. - � SJ - CONTACT: DARKO SIMIC, PE, 7. EROSION MD SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE BUFFER ZONE Q ■■�■� • ������ . N� VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED,AND PROMPTLY 0 �! \��• ,,,� IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION,INCLUDING PROTECTION OTHER: o ��� 12965 SW HERMAN ROAD, SUITE 100 �'' '� I I FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS SEDIMENT CONTROL OR 97062 8. ESTABIJSH CONCRETE TRUCK AND OTHER CONCRTE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETEOIll ' - TUALA1]N, I�� �i�� ■ �m ---- PH: 503.563.6151 WORK. SEDHIENT FENCE(PERIMETER) "x x x x x x `c (n �� .. '� __-.1 . _ . 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABWUTON MEASURES IMMEDIATELY ON AU.DISTURBED AREAS AS SEDIMENT FENCE(INTERIOR) x x x x x 7 - GRADING PROGRESSES.TEMPORARY OR PERMANENT STABIUZATONS MEASURES ARE NOT REQUIRED FOR AREAS rL NO ,. I I ;,�::4 :_� �� PROJECT LOCATION: 10. ESTABUSH MATERIALTHAT ARE DTO BE STORAGELEFT AAREAS. OTHER NON STORMWAITIR CONTRAS PADS. Fl WATTLESTRAW LTER x x x x IM 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION /R Ca *- ���•a� , - 11375 SW NORTH DAKOTA STREET ENTRANCE,GRAVELED(OR PAVED)EXITS AND PARKING AREAS,GRAVEL All UNPAVED ROADS LOCATED ONSITE,OR INLET PROTECTION x x x x x x V M �. •►,�•`,�.��. 2. - TIGARD, OR 97223 USE AN EXIT TIRE WASH.THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES DEWATERING nm. 12 WHEN TRUCKING SATURATED SOILS FROM THE SITE,EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON DIE N LAT: 4526'23.26"N LON:122'47'37.96"W (SCHEDULE A.7.D.II.(5)) SEDIMENT TRAP • 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE AND o VICINITY MAP EQUIPMENT FUELING,MAINTENANCE AND STORAGE OTHER CLEANING AND MAINTENANCE ACTIVITIES;AND WASTE HANDIJNG ACTIVITIES THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER OILS FROM VEHICLES AND DITHER:NATURAL BUFFER ENCROACHMENT NOT TO SCALE PROPERTY DESCRIPTION: MACHINERY,AS WELL AS DEBRIS,FERTILIZER,PESTICIDES AND HERBICIDES,PAINTS,SOLVENTS,CURING COMPOUNDS RUN OFF CONTROL C AND ADHESIVES FROM CONSTRUCTION OPERATIONS.(SCHEDULE A.7.EI.(2)) CC§ TAX LOT 600 (WASHINGTON COUNTY TAX 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPUCABE:WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, CONSTRUCTION ENTRANCE -x x x x EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,SPILL KITS IN ALL VEHICLES, PIPE SCOPE DRAIN �R MAP 1S 1 3408) LOCATED IN THE REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL DELIVERY AND STORAGE CONTROLS, PLATER PROTECTION x x x x V NORTHWEST QUARTER SECTION OF THE TRAINING AND SIGNAGE AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES.(SCHEDULE A.7.EIII.) 1j .114.4?!._ til LiXi 22„02:20 I 1.21.01 NA . in \ 15. USE WATER,SOL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WAND-BLOWN SOL SURFACE ROUGHENING x 3 ,u 2v.n,a222 „2"2..%um2,M.,.,%,,wc Mt 11,111.111.2 \ SOUTHEAST QUARTER SECTION 34, 16. THE APPLICATION RATE OF FERTUZERS USED TO REESTABUSH VEGETATION MUST FOLLOW MANUFACTURER'S \ TOWNSHIP 1 SOUTH, RANGE 1 WEST, RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS EXERCISE CAUTION MEIUSING CHECK DAMS TM 101.0 Di ^�INV WILLAMETTE MERIDIAN, WASHINGTON TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE OTHER: Oj 2 ,22'x % COUNTY, OREGON 17. IF AN ACTIVE TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR POLLUTION PREVENTION Z W SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN OPERATION AND MAINTENANCE PLAN Z mw2m (INCLUDING SYSTEM SC ETMATIC,LOCATION OF SYSTEM,LOCATION OF INLET,LOCATION OF DISCHARGE,DISCHARGE PROPER SIGNAGE x x x x x x 221Y"'x"°s -- - - - - DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM. W W OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM.OPERATE AND MAINTAIN THE TREATMENT HAZARDOUS WASTE MANAGEMENT x x x x x x C sw eeLTsCrN LANE - - NARRATIVE DESCRIPTIONS SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS SPILL KIT KIN-SITE x x x x x x G •//i w°Yir.10fii 00 -- - - --� 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BMPS MUST BE Q V/ 3 EXISTING SITE CONDITIONS IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE CONCRETE WASHOUT AREA x ' T"iw¢umOOse \ ce • WATERS OTHER: TRACT SINGLE FAMILY RESIDENCE 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING NET W 22x°Civs LOT Ili 2 P WEATHER OCTOBER 01-MAY 31. ••SIGNIFIES ADDITIONAL BLIP'S REQUIRED FOR WORK WITHIN 50'OF WATER Cf THE STATE W N 4 I DEVELOPED CONDITIONS 20. SEDIMENT FENCE:REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE ` I ui 2 HEIGHT AND BEFORE FENCE REMOVAL •••SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. io gI THE SINGLER-4.5 MIILY DETACHEDTRESIDENTIAL 6 LOT SUBDIVISION IN 21. GROTHER MENT AND BEFCRE BMP I7ELIOVALa).REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: U ,u'0%.0121,02 SIG 5 22. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS Z _I / NATURE OF CONSTRUCTION ACTIVITY AND AND SEDIMENT TRAPS REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY 1. F VEGETATIVE SEED 111£5 ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LITER THAN SEPTEMBER L THE TYPE AND Q �I - - / PERCENT AND AT COMPLETION OF PROJECT. PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED LIN TIE BANS. I 2 6 TIMETABLE FOR MAJOR ACTIVITIES 23. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT NE CONSTRUCTION SITE,MUST BE MEDIATED. 1. ALL PUMPING OF SEmMENT LADEN WATER STALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA, -I y' 2 • INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE AND THROUGH A SEDIMENT CONTROL IMP LE(FUER BAG). Z 0 CLEARING(FEB.2019) DISCHARGE WITHIN THE SAME 24 HOURS ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED 3. ALL EXPOSED SOILS MUST BE COVERED DURING IRE WET WEAINER PERIOD,OCTOBER 01-MAT 31. Agate I 7 I - ' GRADING[EXCAVATION AND FILL](MARCH 2019-APRIL 2019) ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED DMEFRAME0 wia,se • THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.THIS ESOP AND GENERAL ix ix I J 2 2w n, INSTALLATION O UTILITIES(MARCH 2019-APRIL 2019) 24. THE INTENTIONAL WASHING O SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.VACUUMING CONDITIONS HAVE BEEN DEVFLOED TO FACILITATE COMPLIANCE WITH THE 12000 PERMIT REQUIREMENTS.IN CASES VA/ ® I ' FINAL STABILIZATION(MAY 2019) OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS OF DISCREPANCIES OR OMISSIONS,THE 1200C PERMIT REQUIREMENTS SIPERCEDE REQUIREMENTS OF THIS PUN. -- - _ 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON AU.EXPOSED AREAS.DO NOT REMOVE TEMPORARY i TOTAL SITE AREA=66,249 SF=1.96 ALES SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS INSPECTION FREQUENCY: 0 Z ` - ESTABUSHED.ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABIUZED,ALL TEMPORARY EROSION CONTROLS CC \ SW NORTH DAKOTA ST TOTAL DISTURBED AREA= 85,931 SF= 1.97 ACRES AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY,UNLESS DOING SO CONFUCTS WITH LOCAL ; 0� REQUIREMENTS SITE CONDITION MINIMUM FREQUENCY W SITE SOIL CLASSIFICATION: 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST NE PLACE NO LAIR THEN SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON TUE PLANS DAILY WHEN STORMWAIER RUNOFF,INCLUDING SITE MAP27. AU.PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED 1. ACTIVE PERIOD RUNOFF FROM SNOW MELT,IS OCCURRING. 1-ALGIA SILT LOAM AREA,AND THROUGH A SEDIMENT CONTROL BMP I.E.(FILTER BAG). AT LEAST ONCE EVERY FOURTEEN(14),REGARDLESS DESIGNED BY: DS 2& AU.EXPOSED SOILS MUST BE COVERED DURING THE NET WEATHER PERIOD,OCTOBER 01-MAY 31. DRAW BY: 1"=1 20' 379-QUATAMA LOAM,3 TO 7 PERCENT SLOPES 29. IF WATER OF THE STATE IS WITHIN THE PRO,ECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY,MAINTAIN O WIENER SIDRMWAIER RUNOFF IS OCCURRING. DS THE EXISTING NATURAL BUFFER WITHIN 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE OR MAINTAIN 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CHEMED BY AFM ATTENTION EXCAVATORS: RECEIVING WATER BODIES: LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL IN ANTICIPATION Cf SITE INACGESSBUIY. CONTROL MEASURES ARE IN WORKING ORDER AS NOTED �• ANY NECESSARY MAINTENANCE AND REPAIR SCALE: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE CROON UTILITY NOTIFICATION CENTER.THOSE ULTIMATE DISCHARGE TO FANNO CREEK. MUST BE MADE PRIOR TO LEAVING THE SITE DATE:02-21-2019 RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES O THESE RULES FROM THE CENTER BY CAWING 503-232-1967.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, RATIONALE STATEMENT a INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH C�IN YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST 1W0 BUSINESS DAYS BUT NOT MORE A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (14)CONSECUTIVE CALENDAR DAYS. 46 / 4 T- THAN TEN BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSIONANDSEDIMENT CONTROL IF PRACTICAL INSPECTIONS MUST OCCUR DAILY 'T.'ice 'O6Pg, PERMITTEE'S SITE INSPECTOR: TRAVIS DAVENPORT4. PERIODS DURING WHICH THE SITE IS _ g 11-010z PLAN.SOME OF THE ABOVE USTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TOAT A RELEVANT AND ACCESSIBLE DISCHARGE COMPANY/AGENCY• INACCESSIBLE DUE TO INCLEMENT WEATHER. o>omoN AKS ENGINEERING AND FORESTRY NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASEDPOINT OR DOWNSTREAM LOCATION. 503.563.6151 ON SPECIFIC SITE CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS ACCESSIBILITY '4;,0,00`° PHONE: 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY,RESUME MONITORING IMMEDIATELY UPON E-MAIL; DAVEMPORTTOAKS-ENG.(X)M TO THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED UNLIKELY DUE TO FROZEN CONDITIONS DISCHARGESMELT, WHENWEATHERCONDITIONS MAKE TO REVISE THE ESC PLAN,AN ACTON PLAN WILL BE SUBMITTED. E DESCRIPTION OF EXPERIENCE:2+YEARS OF EXPERIENCE DESIGNING,METALLING, REVISIONS RENEWAL DATE•6/30/20 MAINTAINING,AND INSPECTING EROSION,SEDIMENT,AND POLLUTION CONTROL FEATURES IN AL • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS 8ON A WIDE VARIETY OF CIVIL AND RESIDENTIAL INFRASTRUCTURE PROJECTS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION UNITS 1200C EROSION AND SEDIMENT CONTROL PLANS CESCL CERTIFIED(12016-011) • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-04 PERMIT REQUIREMENTS. w C050 EROSION AND SEDIMENT CONTROL COVER SHEET • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE KITH DELI'S 1200-CN PERMIT REQUIREMENTS • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ,AGENT,ORT E THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF NE 1200-CN PERMIT.THIS ESCP AND GENERAL JOB NUMBER CO51 CLEARING AND DEMOLITION ESC PLAN CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPUANCE WITH THE 1200-CN PERMIT REQUIREMENTS.IN CASES LOCAL MUNICIPALITY.DURING INACTIVE AT ANOTHERS OF GREATER THAN SEWN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE 6460 C052 GRADING, STREET, AND UTILITY CONSTRUCTION ESC PLAN OF DISCREPANCIES OR OMISSIONS THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SSCP AT THE CONSTRUCTION SITE OR LOCATION. `tV s C053 EROSION AND SEDIMENT CONTROL DET1ALS SHEET RI C050 co Lu U.I CC TAX LOT 2639 TAX LOT 2638 I TAX LOT 2637 I TAX LOT 2636 0 TAX MAP 15.1.34AC TAX MAP 1S.1.34AC TAX MAP 1S.1.34AC he p TAX MAP 15.1.34AC l G� W 5✓„ C SHED �. ., �:,.H _ \# �. as • ` o. !I) 1 TEM ORAR SOIL u -.- ti =a h STOCKPILE AREA JI % y ti ,8/ 1, li =5 TAX LOT 1200 i ( J T m w W�; TAX MAP 1S.1.34D8 HOUSE 1 �' o ¢_ 1 TAX LOT 12800 • LEGEND y= . I I �'� 7 I TAX MAP 15.1.34DB TAX LOT 8900 ,, .z __: 1 �1pq / i 1(8) \ /HOUSE TAX MAP 15.1.3408 z.o'�,,�„,; _ • 1 J �� I EXISTING GROUND CONTOUR(1 FT) „1'�,,i 8;�?o W / \ ae,L`13 a W in K I ' I ♦I ��/ 1 EXISTRIG GROUND CONTOUR(5 FT) ——790—— g o o �y 1 / I r ti�<� ,y TAX LOT 1100 `� (�__{�I .�.. 7�: EXISTING CONIFEROUS TREE y W TAX MAP 1S.1.34DB ss8$ti ,•�pp�� \\ �J I +d ,X _ EXISTING DECIDUOUS TREE 0 Z Ispa.- —_ WRs— —c... .. ill 4 .friFir.„ \\ I _ I ` �� / K,— ' , '►...... EWTING CONIFEROUS TREE a� 10 E - - .....74 "— _ — W �� ) �::' ) (� - - mss,,, 7:__Y.'"— — --_ ,2-_-_-- ` --- — — — - EXISTING DECIDUOUS TREE CC II`- V / / \ /*— — -04,/- r T —„A — —:TM— — ��"' DISTURBANCE BOUNDARY .,- H 0 ;, / I '� � • ._, , `� SW ELLSON LANE r 1 SEDIMENT FENCE(TO INSTALLED PRIOR TO GRADING) —s C Z \ ` \ ( , / ( \ N —■ �a ...Hlrr+` t- - ; - - - - TAX LOT 1000 \\ z_ 1 / � i \ TREE PROTECTION FENCE .�.^.^.^.. w 0 TAX MAP 1S.1.34DB \ _ \ iv I r,�qp0� ti U) ��1 ' h N \I / I 'l SEDIMENT FENCE INTERNAL/STRAW WADDLE —N .. . I— \ ! INLET PROTECTION 0 I Q Iw� A r ) I �I \ \ TAX LOT 9000 �� FLOW GRE naN \ (;3 m ` q� ARROW( .) \ /HOUSE TAX MAP 15.1.34DB 8 TAX LOT 900 I I ! I yy i\ I \ \ \ GRAVEL CONSTRUCTION ENTRANCE . 1 CC TAX MAP 1S.1.34X8 I '�. Qg (� \ r'.r• _ CO 0 I q� \ TAX LOT 600 I /I I COm M IIIii' I \ 0 TAXI 98 ACRES MAP �B I / + Li§ 1 , , 1 �� / AI I\ TAX LOT 12700 Q 3 IV I. ' ' 1 TAX MAP 15.1.34DB c� CZ 111 151 I0/ \ \�� `,- v \ 3 I lit1 I 1 I I \ A\, SEDIMENT FENCE\ TAX LOT 9600 al TAX MAP 1s.1.34De PRE-CONSTRUCTION. CLEARING. AND DEMOLITION NOTES: Z J .PRE GRADING) TAX LOT 800 ! I. I I/� I I * 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES,ETC.) 4 TAX MAP 1S.1.34DB I \/ MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION 141,7 IY \ \ \ T ACTIVITIES I ,I JI `. `2s \ 0 OCI CL 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,OR I. I/, i N r 7 0 O I, OTHER SUITABLE MATERIAL STRAW WATRES,OR OTHER APPROVED MATERIALS. Z el r�(NIN �� '---� I _ 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,NETIaNDS AND RIPARIAN PROTECTION AREAS SHALL BE Cl)�i \ \\ A•, P CLEARLY DEUNEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY iii I ` f I. \ EXISTING BUILDING — — VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. /R W AREA OF DISTURBANCE I 1 TO BE REMOVED — — — — V BOUNDARY � , I ' 1 — — 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE �J I I `•;44-: \ p I �� I / DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED T0,STREET SWEEPING,AND Z N ) 1 , A I VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE O / _ PROJECT. CC 11 y I I *,,..•. 0 TREE PROTECTION SW FOREST LANE 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL 4 TAX LOT 12600 W _ - FENCE(TW.) CONSTRUCTION ACTIVITIES RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE�0�DRAINS(WITH OUTLET �: TAX MAP 15.1.3408 \ I PROTECTION),CHECK DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. J J TAX LOT 700 1.1; * — — _ _ TAX MAP 15.1.34DB Ili 1 11 I . . I 0 1 I I � � I E..../ , , W\ V 1,1 �\ 11 \- * ``, # i, 5 t*,, N z Ic M W ` ►'���� TEMPORARY STAGING, . W I .3 \ # I MAINTENANCE I Q\ I N D 1/ SOLID WASTE AND /\ .1. I - FUELING AREA W r HOUSE I 0 I ,, .41 .! II 3 •{' / I Q I I " DS ^ ti� , mil �� 0 '(� II DESIGNED BY. I I I W N t --0 0* `I „ DRAWN BY: DS INLET PROTECTION ,. .� ..- - AHH MP.) 1 %.,. t` ' 'IY r .p.. :, N DATE:LCHECKEDBY:+ / // N ' I ��.. — +. : / - - \ 1 No SCALE: 1" fE� AS NOTED _ —�— — —-w-— ——�x�--.. ...Gu° l.;--03) .7 :•:..,:...y/it., — — {�••� r ` -GRAVEL CONS'ACTION -- - _ - .� I � _ _ 30 0 12218 243 '`) I" - s 4 — — Vw�GIN$4� TM r cAs �✓ — — titinCs. SW N6RTH bAKOTA STREET - - _ �_ i� — — — — — — — TM 5 ...; -• / '�� - .Ar - --„ s=eat -r— 91=� Wim — ..r— _ — — _«.r --__— ._ - ... RENEW ' / �rw— _ — — —'�_ — — =dd'!� =p{ ` .. `�— r rt.— — — _. — — —= REVISIONS _. ‘.2.t__, _ r w.r J — �?�^ _ _ AL DATE 6/30/20 1YAf k 'mss\.,_-_-:---=-7- . � I.i _- 1 '�� _.c.._ — % ,,,,,, / TAX LOT 2400 rob NUMBER j TAX MAP 1S.1.34DB I ). VN/' // TAX LOT 2300 I TAX LOT 2500 6460 I TAX MAP TS.1.34D8 I SHEET i TAX MAP 15.1.3408 C051 TAX LOT 2638 GRADING. STREET AND U11LITY EROSION AND SEDIMENT CONSTRUCTION NOTES: co U TAX LOT 2639 TAX MAP 1S.1.34AC TAX LOT 2637 TAX LOT 2636 CC I- TAX MAP ls.1.34ACI 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE =c.) TAX MAP 1S.1.34AC TAX MAP 1S.1.34AC AUTHORIZED: o�++ ,. - A VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED LOWS.SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. w¢ ALL EXPOSED SOILS,AS A RESULTco BE /'� B.DWARF GRASS MIX(MIN.100 LB./AC.) he x OF CONSTRUCTION,DTHE / i 1.DWARF PERENNIAL RYEGRASS(BOB BY WEIGHT) CC a CC W COVERED AT END OF THE DAY A `i A i r 2 CREEPING RED FESCUE(20%BY WEIGHT) DURING WET WEATHER SEASON. j a IF�� YL IQ > / C.STANDARD HEIGHT GRASS MIX(MIN.100LB./ACJ i co STOCIi:RILE AREA 1.ANNUAL RYEGRASS(40%BY WEIGHT) IR . c �z r, - ,>,"„ 2.TURF-TYPE FESCUE(60%BY WEIGHT) 3 TAX LOT 1200 � ' T g i w 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE k' c� TAX MAP 15.1.34DB z iiI) •-•- _„ r-`'' _""-^-�� TAX LOT 12800 USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. No z z �s "'°- AL "�-� TAX MAP 1s1.340R TAX LOT 8900 .g 0 z I 3.LONG TERM STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH a g^ ' FILL_ r �� TAX MAP 151.3408 zy rn/,74 z a y � �- I . • � APPROVED NIX AND APPLICATION RATE '!W� FF z / WZ:Ml.]3 Q.Q .11 �I ,. ` 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING,WOOD a N z y,,,�,y w N _ / 1 `. _. CHIPS,OR OTHER APPROVED MEASURES CTi w, "' B �w ; A., r AREA _ s S g§i�, z o TAX LOT 1100 �/�p `\ \_ .- ‘;<,` ,/X�' 5.STOCKP6.ED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING'WET WEATHER'PERIODS, i-'..•,_' ,,,,,.,-.1 1°LL -- - ---- i -... - nci"1. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE TAX MAP 151.3408 y - �� oc�_, _" \ -L,-' Z g YL - ,..::...-04006-\- -.\41,-... - ��� STOCKPILE � i 111 d " s,._.�_�-�.� __ ._ -, ----^�- - '' N �� �s , ® - -- a "", - - __= 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING,EROSION CONTROL 0 r i , �... P A� ..�.4 'fw ty BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE 0 \\\ ( 1 ' �►�'' " �_ I C 1 �r - -- -._ _. - __- ADDITIONAL EROSION CONTROL MEASURES. W t�(' �� O s,,,. ric�iI , - {. - - O \16138- - �,""- - 3;J.,- - - sµ � - -sµ_ 7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY �' P� 3 \\ 0 </ 'w =r/at fir' - r- - w"r - r ) / ® OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. 0 p : eye 1�II�I���iE -sa _ \ umm ■mAtipirt L►rga . , w1 SW ELLSON LANE _ PROJECT. OF THE ADDITIONAL MEASURES NCLUDING,BUT NOT-..- 8.CONSTRUCTION ENTRANCES SHALL BE INSTALLED TLIMITED TO,TIRE WASHES,STREETSWEEPINGTHE BEGINNING OF CONSTRUCTION MID NMDEDVACUUMNG MAY BFOR THE EBEREQUIRED 0CI z \ \ L 1 �'�- j" �,_,��� - - - ,,,-1 _ ��,� - - - TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. o TAX LOT 1000 \\.\\‘.., \\'t`\ r\ �/ ILL Q i . 9.ACTIVE INLETS TO STORMWAIER SYSTEMS SHALL PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES.ALL 0 TAX MAP 151.3408 \ I v. 4 F 17s i , ®;:., 4 INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. € ' I~ \r '5iC: X I 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-11GHT TRUCKS TO ELIMINATE SPILLAGE OF 1� \ >�� .� �� SEDIMENT AND SEDIMENT-LADEN WATER. Q _ ~, �� ,L/ 11i Z 1 ''''''''')Viii '�' 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT /R M ( /1� :` TAX LOT 9000 CAN ENTER THE STORM WATER SYSTEM.IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY V W g �• I TAX MAP 15.1.34DB DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTUNG PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE TAX LOT 900 I 1 1 8 II �� Y LOCATED WITHIN SIX FEET CF TRUCK ACCESS AND BE CLEANED WAREN IT REACHES 50%OF THE CAPACITY. W..!•_ . TAX MAP 151.3408 1 I/ r� �� ,\,,,,,,, .. 12 SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORMWATER SYSTEM.SWEEPINGS SHALL BE F.1 I Ri 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORMWATER SYSTEM. CC 1 RN.ET PROlEC110N( ) : `s TAX LOT 12700 14.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PRT RUN-OFF FROM REACHING DISCHARGE POINTS Q _ 1TAX MAP 1S.1.34D8015.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TAC(COAT,ETC.TO PREVENTFILM INTRODUCING THESE MATERIALS TO THE STORMWATER SYSTEM. T.i_ - 16.PROJECT SITE AND DISTURBED AREAS TO BE PROPERLY MAINTAINED TO MINIMIZE DUST GENERATION. � ..�._ _.. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTA11ON � TAX LST 96 0 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN O TAX MAP TS.1.34DB PLACE,FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENMENT OF CONSTRUCTION ACTIVITIES TAX LOT 800 . , y �'�, � TAX MAP 151.3408 1 4t„ I \ r I T FEN( N/ 2. THE'STAGING,EQUIPMENT MAINTENANCE,FUELING,PORTA-POTTY,AND SOLID WASTE AREA 1'SHALL BE MOVED TO'STAGING, I- 1 4,I ' (PRE ORAO < X 1 ' A EQUIPMENT MAINTENANCE,FUELING,PORTA-POTTY,AND SCUD WASTE AREA 2'FOLLOWING EXCAVATION'CU ACTIVITIES U I 1 IL a A SEDIMENT FENCE 4 , „ . ,` I 3. T BARRIERSAFTERIN INSTALLED T T � 1 LaT GRADING ALL'SEDIMEN (TO BE INSTAUFD GRAD G) SHALL BE NS ALLED IMMEDIATELY FOLLOWING ES ABUSHMEN O'• FINISHED GRADE AS SHOWN ON THESE PLANS.Ht j! WCr>` 44 14. LONG TERM SLOPE STABILIZATION MEASURES'INCLUDING MATTING'SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. silk I - - - - - - 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVTIES. CC co Z CL ,' XTREE PROTECTION 0 V rr 0 '`• .''., FENCE(TVP.) v j1 TAX LOT 12600 SW FOREST LANE LEGEND Z >. W 11 I a 'I ) TAX MAP 15.1.3406 TAX LOT 700 I I i ♦ BOUNDARY AREA - _ EXISTING GROUND CONTOUR(1 FT) --121-- GRAVEL CONSTRUCTION ENTRANCE 0 = TAX MAP 15.1.3408 I �.. \ 'i3� �I � X ElOS11NG GROUND CONTOUR(5 FT) --112120-- 120-- /Q� �I 3 14II`�$ I. FILI •';- 3*. EXISRNG GROUND CONTOUR(1:TT)) 121- DRAINAGE FLOW DIRECTION CC z 11 1„ • i ARYL S(X ID .vVy� Q COSTING GROUND CONTOUR(5 FT) -1�- DISTURBANCE BOUNDARY I / fI �i WASTE AND FUELING ^ C /- I O EXISTING CONIFEROUS TREE "1 1 MEA - J SEDIMENT FENCE(TO BE -5-5- 1 I %1 �� 1 Q COSTING DECIDUOUS TREE 0 INSTALLED PRIOR TO GRADING) DS 1 I I �� 0 I DESIGNED BY: 1 :,,1 , .8 I ' # SEDIMENT FENCE/STRAW WATTLE -a-s- DRAM BY: DS I I `; / ,KTLET PROTECTIONANN co (TO BE INSTALLED AFTER GRADING) CHECKED BY: ^ ` • ® ' SCALE E`• FILL • I ) l INLET PROTECTION ❑ TREE PROTECTION FENCE -wnewse..v.�v.. AS NOTED _ _ _ m/�/J I I,; - 1i -- I \ I DATE:02-21-2019 �- - -"I--- - __=em /D *�a� �i��__ - -------..._�..�. � ' TRUCK WASHOUT AREA .,�c{Y JU € �I� 0 - �, - 'N,. sides a�ii" p� - - - NEW IMPERVIOUS SURFACE .\S�4'8GI6PE$ s -- .M - f4s--• (�C-s,,,1 ....10' ' sµ -i+i"✓i- '- _ _�►. ......�'„a:yam. _�._ - _ x, www -..- _.---- _ _ _ ___ ,^ x LT PJ -"' - _4,,,,;. '1 ., - - - 1�C-7 Yt+06- y ----. --1-- s- LONG TERM STABAUZATION / yw� / "i �-- 10+00�ti� N - _��19'I a'` -s:'"- - - -sµ- - ,. Y4 rem,N % y SW N�RTH IKOTA S REET - =I j SLOPE MATTING PER DETAIL 4l �o .,. ...........;./.':,:e.::.... / - -w" -.rf ,,,,,_.--_-_____..„--_--1-....,,,.„74-,,-,,___ 223 " 0 5\M - 00�-. • - --.�- =._grye**�- �,.n . RENEWAL DATE:6/30/20 E' „tv, wT = _ .T -ve `- 7.-5-t----,A9.---- s ,- =�u?,-= -w-.r- - - •�----. -_ REVISIONS �� TAX LOT 2400 I �` A TAX MAP 15.1.3408 ( / „ JOB NUMBER ri /'- , T I/ / TAX LOT 2300 TAX LOT 2500 6460 TAX MAP 1S.1.34DB / SHEET TAX MM 15.1.3408 1 SCALE: 1*=30 FEET / 1 MI in illiMMM . . C052 20 0 12 18 2430 CO w w CC U 7 EC H 0 U -I co H ELI 0 WE ALE FW FURTHER NFEMATIN FOR FURTHER INFCMATW FOR FURTHER INFORMATION I OD w ES11.A*STALLED 41CAU.OULD # ON PCHAPTER 90 E 1 W ON CE00 L F S.CLE SFE CH DES0109 SEF GL A SE R Q a EDOMISLOPES IRncAur IF'.41 4 +IF SENSES`m�aN°£v was WINCES eR°FosoN CLEAN was exosa+ rEAN sNnaH ,.iC 0- ~ca.T # # ## AND SEDIMENT CONTROL AND SEDIMENT CONIRCL AND SECNOT CONTROL EDV' �/// ANNE AFILIN FABRIC SSURE SBL HENCE TO 0 Z 2 - PLANNING AND CERIO!MANUAL PLANNING AND OF MANUAL PLANNING AND DESIGN MANUAL �( . . ,-,...-,_- _._...r , �'�3' NHS 2'g ?J _ Q __m____, >Ir.P. • I I • `rn w 2 �" / as Y e 10- * .14%.* r.;: •:..i,:-'-•:.• :, • li • / # RA003-2s•MW #' ' > LIMMIM tY OVERLAP CLEAN RT RW OR S-a'aux ROO(4. •'ao 0E apt POSTS AND ATTACH �N VIEW F NO �'a � �, f Z12�� OF SEAMS - S SGRADE RDNfp1aLFNT481°1'. I NOT TO SCALE < d L�o w U. SEE NOTE NO.3 y - . UEOTEY.1lF.AS SECURED P ' �pp(� el;;:-..... � a_:! S'YM USE Sn1CXE0 LOOPS p -_! / rYYY• T(� �N S'MNIO E- -/OVER ex Y PSIS .NQIES. Z Y _7/ ..fWE]FWE]F11 _ a' 420'MIN.FOR SINGLE FAMILY AND WPLE%RESIDENTIAL ERGO TOE SOPS- • 1 O t. / '.- T �� I 2 2'x 2'RR,PINE OR SUER FENCE IK{. / ` L , 1. BURY BOTTOM OF FlLTER FABRIC 8' P fel. YERIICALLY BELOW FlNIBNEO aiADE F ,- ` ENTRANCE CURB CURB RAMP �j` 2'-8' POSTS. 440 ENDS O BAGS 4-0 3. POSTS TO BE INSTALLED ON UPHILL ,,1 1Y - PLAN VIEW NTRIAP a re cAL 9 //�i� , SDE OF SLOPE W K P I ' E O NR (WHEN REWIRED) Lid E T 4. FCOMPACT BOTHABRIC +�.SOES OF FILTER '� / F 8•E�1 tI`C _L AZINIEWHE MM%a •• /�'I► �����. 6' 5. PANELS MAST BE PLACED y �. A�.l� f I 1 1 Tri ri ri ri ri rirrri r r .� :gt3,a1y n FILTER FABRIC 'r N/ v ACCORDING TO SPACING ON DETAIL # I 1 -""I Fr --I F-- NSW.DRAG NO O # -4 _�#i'Y�w STAPLES II,.--n.0 11-I ' TVP. li'E"BAG OR (41;4W////%%///\\\//4/ roE Raul elm �� rrOGJri 2. 1 ISOMETRIC VIEW '�!' -.,_„_.,_,._„-., ".-.u.-R=ncB_11=nom ,w. TS, 're°INr`n°nvENorroscALE MATERIAL O W EN REQ RED) �< , :,: ! PROFILE 1 ' 010510!CONTROL BARRER MN I� _ I .:..•..:.:.. .. 0 TYPICAL SLOPE -...N2.7",* ' REOURED•a TIE m SLOPE IIRIIn1 -:••••• 8'WE _..111111° NOES_ i;?; i i`z::i::::. ::i O �' PLASTIC SHEETING n R TEEN RANO SHALL.BE MAINTAINED N A 00I110N THAT WILL PREVENT RACKING O FLOWING I I RL ER F eWc u 1u SOIL STABILIZATION Cf SEDIMENT ONTO PUBLIC RIGHT-O'-WAYS.THIS MAY REQUIRE TO'DRESSING,REPAIR AND/OR Y-B' 36'MOS RODS A� '4! CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ill: 7 1111-11-u-II-I=R-I._air-a -II=11=11111 2. MIEN NECESSARY,%HEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBOC RIGHT-OF-WAY. -II-I-II-I-I-:1-1 II-II-" 3. WHEN CURSING T REWIRED IT SHALL BE DONE ON AN AREA STASIN. M1H CRUSHED STONE --u1-1-1- :, i. vv:�?<issY::i::::v�.; ':':iY;3;%Y;'<;;:;?iy : > :'': NON-MOVEN(EOTExntE .�I R II THAT DRAINS NCO T APPROVED SEDIMENTLADE TRAP OR SEGMENT BASS. J- �P' •::: T NOT TO SCALE 4. WHERE RUNOFF CONTAINING SEGMENT LADEN WRIER IS LEAVING THE SITE NA THE CONSTRUCTION 8' �� � ����� �� ,� i Q PROFILE ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROKDtT ,! ROCKS. x000. FILTERING SYSTEM. IV S IyMFNgn 1. SLOPE SURFACE SHALL BE FREE OF CLODS STICKS AND GRASS.MATS/BLANKETS SHALL 1. MINIMUM 12'OVERLAP OF ALL SEAMS REWIRED. 2N0F FAMILY BIMANMUM SPACING FOR FURTER INFOMATON HAVE GOOD SOIL CONTACT. 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. WES, 20'LONG BY 20'RADE 8'DEEP OF%1'MINUS CLEAN ROCK. 1'-8'- ON DESIGN CRITERIA SEE /HIM/ D 8 2.APPLY PERMANENT SEEDING BEFORE CNG BLANKETS. J. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON SO'L NUI SERVER 4 0 GLEAN WATER D■I■fit 1. BO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. FRONT VIEW SERVICES EROSION PREVENTION /� 3.LAY BANNERS LOOSELY AND STAKE CR STAPLE TO MAINTAIN DMECT CONTACT WIN THE SOL DO ROPES MTH A MAXIMUM 10'GRID SPACING IN ALL.DIRECTIONS, Sa'LONG BY 20'RAGE}6'CLEAN ROC(GOVERNING AUTHORITY MAY REQUIRE GEOTEXTLE NC SEDNWT 010000 Ca �/■ O NOT STRETCH. 4. PLASTIC TO EXTEND MINIMUM 1'BEYOND TOE O'SLOPE 2. STAKING OF BAGS REOUNED MTI EITHER METHOD USING(2)1'I Y WOOD STAKES ORANUAL Y 4.STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFlCATONS. APPROVED EQUAL PER BAG FABRIC TO PREVENT SUB-SOL PUMPING. NOT TO SCALE 6 OUTLET PROTECTION 0 MATTING SLOPE INSTALLATION PLASTIC SHEETING CONSTRUCTION ENTRANCE SEDIMENT FENCECC 8 �� Services �� Sesvicea RIP RAP �� �� �� �� �� Services DRAWING NO.805 REVISED 12-16 DRAWING NO.810 REVISED 12-18 DRAWING NO.820 REUSED 12-16 DRAWING NO.855 REVISED 12-18 DRAWING NO.875 REVISED 12-18 ICE A ▪ 3 J O 0 CC FOR ROSIER NICMATW Z ESDI 1•KION SWIM EXISTING GRADE Z Cl) WWA 4 Cf CLON DESGH EW SEE BnTre S BY 3'MN AT WY BE USED mil W/ O V J D SBIMEXT CONTROL 1. WASHOUT FACILITES SHALL BE BOTTOM OF W/'INCO WORK.WD W/ O PVMNNG AND DESIGN Y.WUAI. MAINTAINED TO PROVIDE ADEQUATE IWIRI11 111111=111111 111111 --111111 III WASHOUT TO PLVSC m pLYELOPMENi _ I a_ I.,_3-qO'~ 2. FWASHOUT REEBOARD CORDIS N ST MINIMUM A !IL II♦w CONTAIN �A �,���,� d I I I 4E- ,IHOLDING l 1 pi .d CLEANED,OR NEW FACILITES MUST 1}I _ 71 1'REDAR FOR BAG REMOVAL O c f BE CONSTRUCTED AND READY FOR III 9 •0 0 0 0 0 O, P 11111 I IIIIIRi11'I .-ftr''' USE ONCE THE WASHOUT IS]5. 1GRATE z _ .< FULL IIIA II=••••• n i 1 R I_ I d . CATCH BARN �V//7 W RAGE WATTLES sOALW CPE CONTOURS 3.WOOD STAKE W THE WASHOUT IS NEARING - -III O O O O O• i'1 I' CAPACITY,VACUUM AND DISPOSE 11111 ♦♦♦•••i, I•,•, PROFILE I OF THE WASTE MATERIAL IN AN 1= .W44:1444 NOT TO SCALE �� APPROVED MANNER. At _ III= -•_..._._ _ _ `, 0 5- I- III s ��� CATCH BAS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CC G A. TEMPORARY CONCRETE WASHOUT .- 1'11, MINIMUM D �SHALL O 50 FT�FT01 9EH9TVE =111111 111111111111=III_II III= AREA DRAIN ��011pI�011♦♦I�O�pIN1O1♦.INI W !�M�t FACILITES ANDREAS NG WAODIERBOURSESEN � CONTAIN CIN TO CONCRETE WON `j�01►pjtOlpj#fr.-+;; ETRAIN3OH RESTRAINT Mur ASSN Pre w CATCH BASIN OI HOVE 011 10 W STAGGER STRAW. 5. CONCRETE WASHOUT FACIUIES ELAN • ♦"♦♦�"`.`t JCNTs COMMON WATTLES �,..u•, SHALL BE CONSTRUCTED AND NOT TO SCALE ..i:'��I • `��OI"OI Inti ES I MAINTAINED IN ODE TOC NI I�I�I♦� aumnre AND SZE CONTAIN FLOVA ALL LIQUID AFRI CONCRETE WASTE PLWAT(10 f III 11 A. .A";*"` GENERo ATED Y WASHOUT •cr BY P 4' 11L 1'I. .#•4.44` II<EiiC1� Iv SECTION 8. INSTALL CONCRETE WASHOUT SCN aim I EDB HDG T�*HS Mp�y- ow S O M PwE �I WITHIN 30 FEET OF TEMPORARY TY ' I J- W 11 III c 0 NOT TO SCALE CONCRETE WASHOUT FACILITY. �. A 1 �. •• STRING SPACING T. TEMPORARY CONCRETE WASHOUTS _CO . , I II i I I _ • • . ' DESIGNED 8Y: DS MAY BEA PREFABRICATED b �� :;-: �'_ e CONTAINER THAT IS PORTABLE ANDS , DS FLOW FLOW REUSABLE. CONCRETE WASHOUT SIGN I':.:'.. : A•i ::. SIA it Fri • • • DRAWN BY: r �- QUIVA iii!l11N6i1 (OR EQUIVAIENT) ;•11uN.P ANN NOT To SCALE DITCH INLET PLAN VIEW CHECKED BT AS NOTED OII.Ne 0Q-1E2-N01Fe` C(CAVATED MATERIAL S-B'ROCK MTI A ::.i�uil Soil: : W UPHILL MAY • BE USED FGR FILTER SACK DAIE02-21-2019 SOS 1. sT sPECITIcATWY I'MIN PERIMETER BERM MINIMUM 8 DEPTH 6"overlap of bogs. R A 1S.ROSIN WAKES IDG110191 STABS MAY BE INSTALLED W NOTES - o ADE m 9014500 W STEEP RAPE OR I� 1. ADDITIONAL MEASURES MUST BE ��5�'{'� OILY M A*SOILS OPE CONSIDERED DEPENDING ON SOIL TYPES. CATCH BASIN INSERT 1 lT• gd e 2_ SPACING N ACCORDANCE MM DOW 910. vS G I i'YIN 2. BIO-FlLTER BAGS SHOULD BE 6 O6PE a a PEYOTE All ROCKS 0000/00401 91 OR i 11111 II 11=1-_ "II-II 1 I1"I1' r OMER OBSTAMES SALL TRUCTIONS CG T INSTALLED ITE =11-11-I=1171111=111111=11= _ -IIGIL�Ii��IIGI II 11#11 III11 111I�I1 1-W4I4Ir STAKED WHERE TAKES OR USING(2) PLAN VIEW =1-n-n-i-_=IT=_,n=il=B= EQUAL PERe LINES OR APPROVED NOT TO SCALE a. INSTIL THE WATTLES IN A Y 0®1RfNW, NOTE. ORDGOx NSIMNG THAT NO CAPS EAST BETWEEN THE QFC �6 saa.AND TIE BOTTOM m 111E WATTS.THE _� 3. WHEN USING 30'BIO-BAGS TO FOR FLIPPER IHbORYA10N 1. RECESSED CURB INLET CATCH BASINS CN OS 'y(012' NOS OF/AMMO WATTLES WALL BE 3'BY 3'MIN To EXISTING GRADE PROTECT A CATCH BASIN YOU MUST O OE9B1 MESA SFE MUST O FLOCKED MIEN USING FILTER CF CLOS NAM OVERLAPPED 1 FT.WORM TO PREVENT CONTAIN CONCRETE CNVIER 8891051 O SEMI MTP FABRIC NIST SACKS.SIZE 0 FLIER SER'ABS IFR09_PIEINTQV SWM\ SEGMENT P•t�NG THROUGH THE RECO JOINT. HAVE 4 BAGS AND THEY SHALL BE SERVICES BOSON P%WPLANNING MO DORN M EN FABRIC INLET SACKS TO BE DETERMINED 110 CES ERT NMDDL RENEWAL GATE:8/30/20 SECTION A-A OVERLAPPED BY 8'. NO SEREST CONTROL BY MANUFACTURER. PINNING AND MSS LINIUAL IL RENSIONS E NOT TO SCALE WATTLES ClzanV Servio� CONCRETE WASHOUT CeanV. r Services INLET PROTECTION aeanWa� rServioea INLET PROTECTION CkanVNf r Services 2 DRAWING NO.880 REVISED 12-16 DRAWING NO.900 REMSED 12-16 DRAWING NO.915 TYPE 4 REVISED 12-16 DRAWING NO.920 TYYPEE 5 REVISED 12-16 OB NUMBER 8 6460 SHEET C053 N W TAX LOT 2639 TAX LOT 2638 1 I iliPiJ TAX MAP 15.1.34AC EG: 226.41 TAX MAP 151.34AC TAXXMAPP iS.1.3LOT 4AC 37 I TAX LOT 2636 / LEGEND -....\ EG:1219.99 TAX MAP IS1.34AC hieJ _ cc/ f - I 1 EXISTING GROUND CONTOUR(2 FT) -- a¢ \=, ( .lF;�) EXISTING GROUND CONTOUR(10 Fn -225---- D` TAX LOT 1200 T EX STING TREE TO BE REMOVED f + N y TAX MAP 1s.1.34DB i� ( �� J� i ;,� `I \ �, TAX LOT 12800 __ i m co a `� \ TAX MAP 15.1.3408 TAX LOT 8900 DISTURBED AREA m,,, -1 - ES_ 44i0 TAX MAP 751.3408 3 z "' • W f \> / ) AC SAWCUT _ 325§1E M =W - 5§1� a _I 1 / 1 �0 1 , 1 AC TO BE REMOVED �0-�:.��:�00: TAX LOT 1100 (�� "` I Q9 Z �� -� R }\ �• 1 GRAVEL DRIVEWAY TO BE REMOVED / '/ Z TAX MAP 15.1.3408 i, �,�^ .----, i„A s 2 W� `'� AN ;.4 ' 'v° V 1 1 �'" - �""- - - "- - - - - T KEYED DEMOLITION NOTES N 0 i \ �;. 0 \\ :• ji l ) I 0 Jam. - �°"_ r =m I___ ---,,,, - _ - O �'`I„,. y 0 /A / / / / 1'01- i 1. AC (TYP)-REMOVE EXISTING CURB AS NEED FOR PROPOSED 0 O -= 1/ / \ w1 r SW ELLSON LANE RAD CONSTRUCTION (e) -R iA�R18 L - O 6\� \O ( 1 / \, \ yf_+= - : - - .. - - --__-a�� 2. REMOVE AND HAUL OFF EXISTING AC Cl) TAX LOT 1000 \\ �4/ J r \ 3. REMOVE EXISTING FIRE HYDRANT.CONTRACTOR TO COORDINATE REMOVAL `` TAX MAP IS.1.3408 \�, �0 ,��r \ \ \ /) AND WATER MAIN SHUT DOWN INTH CITY INSPECTOR,PROJECT / a) �. N ENGINEER/MSPECTOR AND ADJACENT PROPERTY OWNERS T :,�._i • �: r' I I l� ' 4. EXISTING FENCE TO BE REMOVED-CONTTRACTOR/DEVELOPER TO i�R /'�� COORDINATE WITH ADJACENT PROPERTY OWNER V r+ 1 1\ 1 : \> \ TAX LOT 9000 = s 5. REMOVE EXISTING ROAD SIGN \ TAX MAP 15.1.3400 /y� o TAX LOT 900 I I, I a I I \ \ \ 6. REMOVE AND HAUL OFF EXISTING STRUCTURE AND DECK W TAX MAP 1S.1.34DB I I/ f. p �` \ TAX p�/}OT 600 \ / 7. REMOVE AND HAUL OFF EXISTING CONCRETE PAD C I I !I ' I TAX MAP 15.1.3408 I / - 8. REMOVE EXISTING SANITARY CLEANOUT,PIPES AND SEPTIC TANK PER 1114',1. .$ \\ / 1.98\ACRES I I APPLICABLE REQUIREMENTS .z I a I '.4yy ilit 1 \ I TAX LOT 12700 9. REMOVE EXISTING POWER STRUCTURE-CONTRACTOR TO COORDINATE (, • f ...y I \ \\ TAX MAP 15.1.3408 WITH UTILITY PROVIDER I- N1 \ \ 3 Li,� A I. '•I (�/ \,.. '',p\ \ \ 10. REMOVE EXISTING GRAVEL DRIVEWAY .'� �'� 11. EXISTING OVERHEAD POWER UNE TO BE UNDERGROUNDED-CONTRACTOR II alb �. A I �`� I \ TO COORDINATE WORK WITH UTILITY PROVIDER,PROJECT INSPECTOR AND Z II II I ►4 ) I \ N r TAX LOT 9600 CITY INSPECTOR Q 1 1® p \ TAX MAP IS.1.34DB 12. EXISTING POWER POLE TO BE RELOCATED TO ACCOMMODATE THE TAX LOT 800 f :pi 1 i4/1 Iix. * \ \ I\ K 2� PROPOSED STREET IMPROVEMENTS-CONTRACTOR TO COORDINATE'NTH J TAX MAP 151.3400 E y I \ N J 7C PROJECT INSPECTOR,CITY INSPECTOR AND UTILITY PROVIDER a Z li - I4, .:. \ 13. EXISTING WATER METER TO BE PROTECTED DURING CONSTRUCTION I �._ 0 \ N (� ©I 14. REMOVE EXISTING AREA DRAIN.ABANDON PIPE IN PLACE GROUT MANHOLE. O E 1.�i. !, I!. © \ \ - - - - 1 i 0 0 ... • -- _ NOTES: 1� �� / 0 -- 1. CONTRACTOR TO COORDINATE THE REMOVAL OF ALL NECESSARY PRIVATE UTILITIES WITH 0 r- I r�' I :4 . \-F'l•1:4 , 804 SF 1�. 4o / THE APPROPRIATE UTILITY PROVIDERS �j I I ���., �/ i _ _ _ 2. CONTRACTOR TO ABANDON(IF DISCOVERED)ANY EXISTING WEDS,SEPTIC TANKS,AND ` y I +' t� 1 - DRAIN FIELDS FOUND DURING CONSTRUCTION PER APPUCABLE LOCAL,STATE,AND W I I _ �,v I TAX LOT 12600 FEDERAL REQUIREMENTS. I I 'IT 14. © 7 ti I. TAX MAP 15.1.3400 I - - - TAX LOT 700 I I �� I �p i - O CONTRACTOR TO POTHOLE AND VERIY ALL UTILITY TIE IN ELEVATIONS LU TAX MAP 151.3408 I I #'i Op' ..,...en � i P PRIOR TO ORDERING MANHOLES,PIPES AND ALL MATERIALS 11 (1, A-�rQ��i �, ,p vL�p\AJy I O N DESIGNED ST SS DS ➢ig I :- I: -,O+ �.r.A 44- ../ id / 1 a 1 I 11 DRAWN BT. AHH F, h:f �` CHECI(ED BY. . • . ♦ / 77 �I AS NOTED - // I i I 4 i 1i::' ,.' * / ,� �{ N DATE:02-21-2019 1 40\ _ 11 /XXX +++� '' t EG:223.24 / „ AV'p'{`��/�(,,Qp �pnpoopr 0 J SCALE ET ? :4t,„ - - +4 �_ 00+ ® 8 -06PE 4 T- 1:41 I,V _ _ -_,-44,'iikkil 3(1 0 12 18 24`5. .. ORH00N _ - .- - � /, E 79 ___7_-__ . 5 ..cra . . .,Vo . .-:!,° -m- _-mf_ - - _ - -- '4tr,2.0° tet..i a�xl ?� \ E,. 4�, � - .- ''"' / © SW N6RTH A OT�AISTREET -��PI" a / / - _--_--- RENEWAL DATE:16/30/30 o ,. - - -- _.M.•__ - .- ,_„,,,...,_.,.-_-=,--_-:_-.7-7,-...±_,-------,-„,,,.„1__ -=r✓- -- - BENSONS • / at- __ nE- - -wt �- -,Mi YAT- -rr - - -..-. __ � -.� -1,____-w�- -m = QEF,.- ---a,2r-- �.� !F.,_ - - RC1I Y OF TIGAR \ �� i "�"`�-- =ofP"=-� �.'� - 'wpm. - -""- - - w �� 3.i � _' 1 �t����/ lfi A ,.- =y� ,, e _ ��,;�� - - m= = Approved by Planning JOB NUMBER s> TAX LOT 2400 �at�'. I ye 6j 6j �' TAX MAP 151.3408 1 T/ �`q`" "�"O i - " / TAY I(T Tann TAX LOT 2500 , Initials. DL SHEET s C070 ` I TAX LOT 2638 GRADING NOTES W TAX LOT 2639 TAX LOT 2637 TAX LOT 2636 0 CC TAX MAP 1S.1.34AC TAX MAP 15.1.34AC TAX MAP TS.1.34AC TAX MAP iS1.34AC 1.NO CUT OR FILL SHALL EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS =(.3 \ 4 - - APPROVED BEFOREHAND BY THE GEOTECHNICAL ENGINEER,PROJECT ENGINEER,AND CITY co t o w r r J s- \.'`' a OF TIGARD. I�� 'a ( 1 f / 2.APPROPRIATE BENCHING OF FILLS IS REQUIRED FOR FILLS OVER 5 FEET IN HEIGHT ON l \� \ N SLOPES IN EXCESS OF 5 HORIZONTAL TO 1 VERTICAL BENCHING MUST BE DONE AS PER 7 a �, \ IN THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. _0 :7 / `X ^J l I '....s,‘,7- ' 3.CUT AND FILL SLOPES SHALLBE PROTECTED FROM EROSION. SUCH CONTROL MAY �y z "' CONSIST OF APPROPRIATE REVEGETA11ON OR OTHER ACCEPTABLE MEANS AND METHODS. "� _ TAX LOT 1200 ( ) EROSION CONTROL MEASURES SHALL BE IN PUCE PRIOR TO EARTHWORK OR Slt �, w TAX MAP 1S.1.34DB c7 ��C„tet_���� 7 yl YA ''.........'...1) ' , TAX LOT 12800 STRIPPING. N s=_ `I �--� 1\ TAX MAP TS.1.34DB TAX LOT 8900 WS Cl)= 4.TINE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER AND THE 4 \\ ' se , TAX MAP 151.3408 PROEM'S GEOTECHNICAL ENGINEER FOR REQUIRED INSPECTIONS AT THE FOLLOWING ? ,�,,�; gas xo,,.'? STAGES OF CONSTRUCTION OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER: s 0 E W i i I < I 1/ A.INSPECTION OF SITE STRIPPING,BUT PRIOR TO FILL PLACEMENT. EROSION "'F vi E z w r y 1 i I \V / ,,' CONTROL MEASURES SHALL BE IN PLACE AT THIS TIME. rn 8 b, z o TAX LOT 1100 % I l P o w �r�� o, -- ,_,_,' �� } Z _I MO B.IN PREPARATION OF BENCH CONSTRUCTION PRIOR TO ALL PLACEMENT. TAX MAP iS1.34DB �"`� 4:k 12 i. - p . p# _____ Xi�,.�,• • / ' Jms -A.... -`t- - - - - C.AF1ER PLACEMENT OF EACH 500 YARDS OF FILL :it"7 F. -� r� 'r%\ I D.AFTER THE MAJORITY OF FILL HAS BEEN PLACED AND IS IN"ROUGH'GRADE OD ' BUT PRIOR TO ANAL GRADING. g lt,• \ fl m- '� iP glak •'t _ - 16'00 O 116+38 ,� - \ w' \\ • S✓ ■�� �'--•,�i� '"-�-j I- ---"‘-/- - - i ,Z - E WHEN ANAL GRADING IS COMPLETED. CC I-g N- f .SN�II11fIA�i pair - - T- - 44 wT - - -��-- - -aT '(,•' __� /rA. '��%11ME<�i-,�w� VyI ." Y] • r _ --.. --i F. GRADING,BUT PRIOR TO BASE ROCK AND PAVEMENT DURING ANAL 0 I ',\ I rCONSTRUCTION. Q Z ___r / ��®®>�1'8��w N".4o1!4O!4�Ss1Fo��1`� SW ELLSON LANE 0 O \ I .t / _ ' orgy W� -_ - - - - - _ _ _L-_-_-_-,--05.-- 7.PROJECT GRADING LIMITS SHALL BE WITHIN THE PROJECTS PROPERTY BOUNDARY TAX LOT 1000 ~ �- - - - - AND/OR STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN ON PUNS NO GRADING 0 TAX MAP iS.1.34D8 .\\• � I C \ (...-1--, ) SHALL BE CONDUCTED IN WETLANDS OR OTHER ENVIRONMENTALLY SI?NSTIVE AREAS \\ '. \.,I ' �I \ \ , UNLESS SPECIFICALLY SHOWN ON THE APPROVED PLANS. CO II '� I \ I / ' 8.THE IDENTIFICATION OR REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE WITH > a ( iRi ��� I EN CONSULTATION WITH THE PROJECT ENGINEER OR PROJECTS GEOTECHNICAL ENGINEER IA\ 1 CI i �` I ':\ & 9.REMOVE AND DISPOSE OF ALL ORGANIC AND/OR UNSUITABLE MATERIALS,INCLUDING TAX LOT 9000 I I 4 �j� i TREES STUMPS,ROOTS BRUSH,AND GRASS IN SUCH A MANNER TO MEET ALL /vR M III I I �' �i I \ TAX MAP 15.1.34D8 APPLICABLE REGULATIONS ON-SITE DISPOSAL SHALL BE AS DETERMINED BY THE PROJECT ^ S TAX LOT 900 I " 8 , 11 II. . .), ENGINEER OR PROJECTS GEOTECHNICAL ENGINEER. CC '�^I o TAX MAP 15.1.34D8 l. �t "+P I1 I�I 11111S6-1: 10.THE CGNTRACTOR SHALL PROTECT ALL TREES THAT ARE NOT SPEgFlCALLY SHOWN TO BE REMOVED ON APPROVED PUNS.ALL TREES TO BE PRESERVED SHALL BE FENCED WITHFSTANDARD 4'ORANGE CONSTRUCTION FENCING.I '® I1t.GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWING WITH THE NECESSARY TAX LOT 12700 ADJUSTMENTS TO ACCOMMODATE THE FINISHED GRADES AS SPECIFIED.SHAPE FUTURETAX MAP la1.3408 PAVED aRFAS PER 1HE PLANS TO A GUBGRADE ELEVATION TIRAT WILL ACCOMMODATE //1��• IFUTUREBASE ROCK AND PAVING. V_ 12.STRAIGHT GRADES SHALL BE RUN BETWEEN FINISH GRADE AND/OR FINISH CONTOUR� T i LANES SHOWN,UNLESS OTHERWISE NOTED.FINISH GRADES ARE TO DRAIN AS INDICATED ON �� THE PLANS ROUGH GRADING SHALL BE FINISHED BY BEADING AND RAKING TO 1 I il I 1 \ .� REASONABLE SMOOTH CONTOURS WITH GENTLE TRANSITIONS. I I, I ) �� 4. TAX LOT 9600 I TAX MAP 15.1.3408 13.MATERIAL IN SOFT SPOTS WITHIN PROPOSED BUILDING,PAVED OR SIDEWALK AREASZ TAX LOT 800 I-, I , yI \ 5 \ 3(-- SHALL BE REMOVED TO THE DEPTH REQUIRED(AS DIRECTED BY THE PROJECT ENGINEER TAX MAP 151.34DB I I pl� �� OR THE PROJECTS GEOTECHNICAL ENGINEER)TO PROVIDE A ARM FOUNDATION AND SHALL Q 11 N _ BE REPLACED WITH SUITABLE BACKFILL FILLS TO BE CONSTRUCTED IN HORIZONTAL LIFTS +1 NOT TO EXCEED 8 INCHES LOOSE MEASURE. ()IL/I >•rWWt�E 1 14.COMPACTION TESTS AND REPORTS SHALL BE CONDUCTED BY AN APPROVED TESTING J I �;;� DISTURBANCE AREA LABORATORY,TEST FREQUENCY SHALL BE PER THE PROJECTS GEOTECHNICAL ENGINEER. �� arl V •� . I BOUNDARY TESTING TO COMMENCE WITH FILL ACTIVITIES AND AS A MINIMUM,ONE TEST SHALL BE LI m. •�:r ' ,p ??,p\ 1 _ C.� TAKEN FOR EVERY 500 CUBIC YARDS PLACED OR 2 VERTICAL FEET,WHICHEVER IS LESS Z _ ` I THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE NECESSARY ARRANGEMENTS = I ', I C ji I 6 �i'�\ - - - - - - - -_ FOR COMPACTION TESTING AND FOR SUPPLYING THE RESULTS TO THE PROJECT ENGINEER. ?� I I� I I ry• I , 1 I 0 O / 15.FINISHED GRADE CONTOURS SHOWN ARE APPROXIMATE FINAL GRADE ELEVATIONS. Q Cl) ! I - L� ' /• / 16.IF SPRINGS OR GROUNDWATER� _ AARE ENCOUNTERED DURING CONSTRUCTION,THE Cr Pi li I, Na' I I CONTRACTOR SHALL NOTIFY THE PROJECTS GEOTECHNICAL ENGINEER AND PROJECT 'R ■ TAX LOT 12600 SW FOREST LANE ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER NAT v I I �� •J TAX MAP iS1.34DB I WILL ALLOW TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY TAX LOT 700 I I I �N® MITIGATE THE WATER ENCOUNTERED. W` TAX MAP iS1.34DB I I ��, I , ` 7 /, - - - 17.ALL CUT AND FILL AREAS SHALL BE STRIPPED OF SOD AND OTHER NON-STRUCTURAL r :.I'n I I /I \ // MATERIAL(DEPTH TO BE DETERMINED BY PROJECTS GEOTECHNICAL ENGINEER). Cl) i" I Z LEGEND ----\ 20.ALL GRADING SHALL BE IN(IDE).CONFORMANCE WITH APPENDIX J OF THE CURRENT I If 1�\I ( INTERNATIONAL BUILDING CODE(IBC). .`fig'`L Q I EXISTING GROUND CONTOUR(1 FT) i� I i/ I I 21.ALL NICAL GIN FILL SIAl1 MIST THE REWIREYENIS OF THE PROJECTS ` / \ I OEXISTING GROUND CONTOUR(5 FT) --190-- GEOTECHNICAL ENGINEER,AND TINE CITY.THE MINIMUM COMPACTION SHALL BE 95R PER I • �1/ I 1 I I FINISHED GRADE CONTOUR(1 FT) DS AASHTO T-99(ASTM D698). I� . ,� / 8 ('} I I FINISHED GRADE CONTOUR(5 FT) -190- 22.ENGINEERED ALL SHALL BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 8' DESIGNED BY : DS J I j DISTURBED AREA (UNCOMPACTED DEPTH)USING STANDARD COMPACTION EQUIPMENT. DRAM BY // 17 I lk, y o , _ _ - IEEE PROTECTION FENCE �Nwnniv�nn, 23.GRADING ACTIVITIES SHALL CONDUCTED PER GEOTECHNICAL REPORT/I8-4824 BY CHEM I 1 JI I viem,\ / \ •' GEOPAgFlC ENGINEERING DATED FEBRUARY 13,2018 AND ALL LATER ADDFNDUMS ALL er. AHH _ - - - - - O, .,_ GRADING ACTIVITIES SHALL BE COORDINATED THROUGH GEOPACIFIC ENGINEERING DATE 02-21-2019 AS NOTED ' - - - ----LAI- - - - -�� t 'oti�oao�'�•_____ ' r - - �1GIN�� �D"°•`` % I *vim%___"'� -.. .., ..s ..".-„�, ..-. �'7"-1■ - -= - - -' - - - -aw 84:06Pp _ _ 11-L11 \ \ 1 00 \ am. \ --..--7-1°'_ -m,._. _.. -m'- - - -m_- t`�60 c� 5 � - .-----F.-- _ - \ / 12+00 I-cs- �s . - OREGON / r J_ 10+aoi� i'' SW�RTH DAKOTAS REST - -+ - -I a "`'+=19(0 5 - - li, _ _ a /i .i - ' _ - 4. IF--_ -ar-MT �'-�'_- //::„±._ _. ._.. N RENEWAL DATE:6/30 20 9k/k--\--- / / SMT V ' r-___.___.,- Le - _� 6 -y'. :7_ MT - _ .. • �//k'\ - .: /, - ! 3 ----7-- -...------4,--4-.0-4, ,/ T =r a�� Sxr_ REVISIONS _�.� coo,- 1,f * °per i 111, a TAX LOT 2400Illi/ a'� - TAO MAP IS.t.THDB / - JOB NUMBER 8 I 5i5SCALE: 1"=30 FEET 6460 ., TAX LOT 2300 g TAX LOT 2500 TAX MAP iS.1.34DB I TAX MAP 151.3408 / in IN M SHEET I 30 0 12 18 24 36 C071i