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BU P2017 - 00066 ZONING SUMMARY n LO NEWCONSTRUCTION FOR Cl N RELEASES � � 000 � ADDRESS: 15065 SW 74TH AVE. O ^ ,- 0 0 ,S. PORTLAND, OREGON 97224 i` INTERSTATE ROC) F1NG TAX LOTS: 2S112AC01700 AND 2S112DB00500 AMR �' g BEAM •y � • SITE AREA: 156,928 S.F. (3.6 ACRES) CC CO fA FORAM, OR AREA OF RIGHT-OF-WAY DEDICATION: 825 S.F. COCC ? i5883 t L LW OF `• � TOTAL AREA: 153,629 S.F. n a -, EEJ cn dd ZONE: I-P ,= z ' ¢ m _, LA ' ci a r - - *44EXSITING USE: INDUSTRIAL - EXISTING, NON-CONFORMING 0. a d = z ix PORLAND , OREGON W � � � � �CIU0. ma Co •� o �- N N O ON O� TABLE 18.530.2 r � L-) •- MN - ea- ui `� o 0 MINIMUM LOT SIZE: NONE \\\\\\\\\\\\ GENERAL Q cr a co Q co L5 OWNER / MINIMUM LOT WIDTH: 50' :: 330' PROVIDED CS 1 COVER SHEET o La m MUDROOM, LLC APPLICANTct fm MINIMUM SETBACKS:ARD35' :: 67' PROVIDED SIDE YARD: NR \\\\��\�\\ CIVIL REAR YARD: 50' (ABUTS R-7) :: 287' PROVIDED C0.0 EXISTING CONDITIONS/SURVEY INTERSTATE ROOFING c1.0 GRADING AND EROSION CONTROL PLAN 15065 SW 74TH AVE MAXIMUM HEIGHT: 45' :: 29' PROPOSED Ci.1 EROSION AND SEDIMENT CONTROL DETAILS Q Z PORTLAND, OR 97224C3.0 UTILITY PLAN 0 MAXIMUM SITE COVERAGE: 75% :: 25% (APPROX.) PROPOSED C3.0 SITE DETAILS � 'e. o � o p C3.1 CIVIL DETAILS w a w Q TELEPHONE: 503.684.5611 MINIMUM LANDSCAPE REQ.: 20% :: 48% PROPOSED o cn z o ct o FAX: 503 639 3056 ESC1.0 EROSION AND SEDIMENT CONTROL TITLE SHEET 0 � Q m Ix ESC2.0 CLEARING, EROSION AND SEDIMENT CONTROL PLAN o o o a m Q o CONTACT: SHELLEY METZLER, PRESIDENT ESG2.1 UTILITY, PAVING AND FINAL STABILIZATION PLAN N r N �, �, ARCHITECT SITE ACCESS CURB CUTS ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS - MINIMUM #: 1 :: 3 PROVIDED CS1.0 TITLE SHEET C IDA1INC. STRUCTURAL ENGINEER ACCESS WIDTH: 30' :: 30' MIN. PROVIDED X 3 LOCATIONS R0.0 GENERAL NOTE SHEET DECEIVED R0.1 EXISTING CONDITIONS & DEMOLITION PLAN DRIVE AISLE WIDTH: 24' :: 24' MIN. PROVIDED THROUGHOUT R1.0 SW 74TH AVE TYPICAL STREET SECTIONS 15895 SW 72ND AVENUE, SUITE 200 R1.1 SW 74TH AVE PLAN AND PROFILE 10+00 TO 12+00.00 MAR 2 2 2017 R1.2 SW 74TH AVE PLAN AND PROFILE 12+00 TO 14+75 PORTLAND, OREGON 97224 R1.3 SW 74TH AVE PLAN AND PROFILE 14+75 TO 17+25 "TY OFTIGARD PARKING R1.4 SW 74TH AVE PLAN AND PROFILE 17+25 TO 19+25 TELEPHONE: 503.226. 1285 R1.5 SW 74TH AVE PLAN AND PROFILE 19+50 TO 22+0DLftNG� � 0�1 r� OFFICE: B OCC. - 2.7 SPACES / 1000 S.F. X 6,145 S.F. = 16.6 > R2.0 PRIVATE SITE, WATER QUALITY PLAN FAX: 503.226. 1670 STORAGE: S-1 OCC. - .8 SPACES / 1000 S.F. X 8,167 S.F. = 6.5 > R3.0 ONSITE CIVIL DETAILS CONTACT: JENNIFER BEATTIE CURTIS GAGNER 241 MIN. SPACES REQUIRED R3.1 ONSITE CIVIL DETAILS R3.2 PUBLIC IMPROVEMENT DETAILS { 27 PROVIDED > OK R3.3 PUBLIC IMPROVEMENT DETAILS R3.4 PUBLIC IMPROVEMENT DETAILS411(fik AAI ENGINEERING. CIVIL ENGINEER IMPERVIOUS AREA ik\\\\\\\\ LIGHTING NEW BUILDING: 13,970 S.F. EL1 STREET LIGHTING 61 NEW AC PAVING: 23,342 S.F. iii ARCHITECTURE LANDSCAPE NEW CONC PAVING: 983 S.F. • L1 TREE REMOVAL AND PROTECTION PIAN 1) ENGINEERING BEAVERTON, OREGON 9r7� 005TELEPHONE: 503.620.3030 TOTAL IMPERVIOUS AREA: 38,295 S.F. L3 IANDSCAPEOPAANSTREET TREE CANOPY PLANPLANNING FAX: 503.620.5539 EXITING IMPERV TO SBE DEMOLSHIEDS AREA 7,088 S.F. L3.L4 1 TREEITE CANOPYESITE PLAN INTER I0 R S CONTACT: CRAIG HARRIS L5 PLANTING DETAILS AND NOTES 15895 Sw 72ND AVE SUITE 2❑0 \ ARCHITECTURAL PORTLAND, OREGON 97224 • A0.1 SITE DEVELOPMENT PLAN TEL : 503 . 226 . 1285 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 BUILDING SUMMARY - A° 2 SURVEYED SITE(FOR REFERENCE)ENT PLANJOYCE JACKSON L.A. LANDSCAPE ARCHITECT FLS1 FIRE LIFE AND SAFETY SEE FLS SHEETS FOR DETAILED CODE SUMMARY FLS2 FIRE LIFE AND SAFETY A1.1 FIRST FLOOR PLAN LANDSCAPE ARCHITECTURE AND LAND USE PLANNING CONSTRUCTION TYPE: ill-B A1.2 SECOND FLOOR PLAN 1940 SYLVAN WAY A1. ROOFPLAN SPRINKLERED: NO A2.11 ELEVATIONS A2.2 WEST LINN, OR 9708 GROSS BLDG. AREA 14,073 S.F. (1ST) + 2,820 S.F. (2ND) = 16,893 G.S.F. A3.1 SECTIONS ATIONS TELEPHONE: 503.703.8607 FIRE AREA, WAREHOUSE (S-1): 12,000 S.F. MAX. (903.2.9) A4.1 WALL SECTIONS A4.2WALLSECTIONS A5.11 DOOR JOYCE JACKSON 903.2.9 GROUP S-1. SCHEDULECm9 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED A6.1 EXTERIOR DETAILS THROUGHOUT ALL BUILDINGS CONTAINING A GROUP S-1 I A6.2 WINDOW TYPES & EXTERIOR DETAILS OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS I I A6.3 EXTERIOR DETAILS EXISTS: • I A8.1 ENLARGED STAIR PLANS & SECTIONS1.1... YORKE & CURTIS CONTRACTOR 1. A GROUP S-1 FIRE AREA EXCEEDS 12,000 S.F. A8.2 ENLARGED STAIR PLANS & SECTIONS• 0 W S-1 FIRE AREA AS DEFINED BY 3 HR. FIRE PARTITION: U INTERIOR T,I. scz1 CD IX 4480 SW 101ST AVENUE 7,899 SF < 12,000 S.F. = NO SPRINKLERS REQUED 11.2 FINISH FLOOR PLAN z CCB# 55644 12.1 REFLECTED CEILING PLAN pCIC I-- BEAVERTON, OREGON 97005 OCGUPANT LOAD T3.2 INTERIOR ELEVATIONS & DETAILS ITELEPHONE: 503-646-2123 S-1 8,167 S.F. X 1/500 = 16.3 OCC. T3.2 INTERIOR ELEVATIONS & DETAILS ? IAFAX: 503-643-5531 A-3 1340 S.F. X 1/15 = 89.3 OCC. STRUCTURAL ce IIB 6147 S.F. X 1/100 = 61.4 OCC. S0.1 STRUCTURAL NOTES Z CONTACT: ERIK TIMMONS BONITA RD. PRELIMINARY FIXTURE COUNT S1.1 FOUNDATION PLAN U (n I- 51.2 MEZZANINE FRAMING PLAN -5 S-1 MEN 9 OCC. X 1 WC/100 OCC. = 09 WC 09 LAV. S1.3 ROOF FRAMING PLAN IR. LC} S1.4 ROOF NAILING PLAN 3 0 1WOMEN 9 OCC. X 1 WC/100 OCC. = .09 WC .09 LAV. W SITE S2.1 PANEL ELEVATIONS z CO 0 S3.1 FOUNDATION DETAILS In A-3 MEN 45 OCC. X 1 WC/125 OCC. .36 WC, 53.2 FOUNDATION DETAILS CC L \• X 1 LAV/200 OCC. .23 LAV S4.1 PANEL DETAILS c S5.1 MEZZANINE FRAMING DETAILS IA 0,�Q- WOMEN 45 OCC. X 1 WC/ 65 OCC. = .69 WC, c S5.2 MEZZANINE FRAMING DETAILS Elm. a X 1 LAV/200 OCC. .23 LAV 0 56.1 ROOF FRAMING DETAILS r56.2 ROOF FRAMING DETAILS Z ,_ .4_ S7.1 STAIR PLAN AND DETAILS w� `� S7.2 STAIR PLAN AND DETAILS B MEN 31 OCC. X 1 WC/ 25 OCC. = 1.24 WC X 1 LAV/ 40 OCC. = .78 LAV �� WOMEN 31 OCC. X 1 WC/ 25 OCC. = 1.24 WC, ��Q X 1 WC/ 40 OCC. .78 LAV ( ++ SV Du �```' GA tly-lk H, l, RD 000 3.71 WC, 2.2 LAV TOTAL REQUIRED OFFICE COPY <c/ 6 WC. 6 LAV, 1 DF PROVIDED /of�0/7 -Qac' (a Qe JISO6S s,t) 7f 4-ee:::- 4 COVER SHEET, MAPS NORTH 1 VICINITY MAP GCS NO SCALFS1 CITY OF TIGARD Approved by Planning JOB NO. 130184.01 Date: 12-710 Initials: .t'/ _ 02018 aoA,P.c./aix A.I.rows RESUMED S���ED PROFFs��� 12 0,-,,, ,, c N EROSION AND SEDIMENT CONTROL PLANS •, 5; '1 /4(4 ivA yip/ -,R'e /,-,..„ q'C N P(' INTERSTATE ROOFING RENEWAL 6/30/17 TIGARD, OREGON THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDUONS OF THE 1200-CN PERMIT. THIS ESCP ) ` AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN C7 o E PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT Z OR-217 STANDARD EROSION AND SEDIMENT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. y o 1-5 INTERSTATE ROOFING OWNER = w OR-99W '� CONTACT: SHELLEY MITLLER CONTROL PLAN DRAWING NOTES: a w q 15065 SW 74th AVENUE BMP MATRIX FOR CONSTRUCTION PHASES - z F,E, TIGARD, OR 97224 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE - CANTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. � PH: 503-6$4-5613 REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF r i 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SIFE Z m CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO AVAILABLE BMPS. W SW McDONALD ST AAI ENGINEERING CIVIL ENGINEER COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL �; KRUSE WAY REGULATIONS. fill ' CONTACT: CRAIG HARRIS 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS MASS UT1uTY STREET FINAL WET WEATHER ,:.; SW BONITO RD 4875 SW GRIFFITH DRIVE, SUITE 300 ONLY UNDER SPECIFIC CONDmONs. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 3151) BEAVERTON, OREGON 97005 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED EROSION PREVENTION PH: 503-620-3030 INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. PRESERVE NATURAL VEGETATION X X X X x - x w 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRi11CAL RIPARIAN AREAS AND GROUND COVER x x 0 j VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION HYDRAULIC APPLICATIONS J a �, V ANDY PARIS & ASSOCIATES, INC. SURVEYOR AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE PLASTIC SHEETING X X X X X co t N\ AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. MATTING X X ) = cl P DUST CONTROL X X X X X X l` 9- 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE F- >` CONTACT: HAROLD SOLO TEMPORARY�PERMANENT SEEDING X X X X X Q SITE 4 �P eL 16057 BOONES FERY ROAD OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE BUFFER CONTROL = V) ! F�� LAKE OSWEGO, OREGON 97035 TYPE OF VEGETATIVE SEED MIX USED. OTHER N N 0��5 PH: 503-636-3341 7. IN PLACE BEFOION AND RE SEDIMENT IS MEASURES DISTURBED AND MDING UST REMAIN IN PACE NT ANDCONTROL MUST BEE MAINTAINED,BE SEDIMENTSEDAMENT FENCE (ONTROL PERIMETER) *• x x x x x x SW DURHAM RD �O REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABUSHED FOR THE DURATION SEDIMENT FENCE (INTERIOR) X X X X X , 4C3- NARRATIVE DESCRIPTIONS ✓OF CONSTRUCTION, INCWDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS STRAW WATTLES X X X X X X AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. FILTER BERM \O B. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE INLET PROTECTION ** x x x x x x EXISTING SITE CONDITIONS BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. DEWATERING HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. SEDIMENT TRAP TUALATIN RIVER NA1IJRNATURAL BUFFER ENCROACHMENT Cors �i-- * OFFICE BUILDING WITH EQUIPMENT/MATERIAL STORAGE FOR ROOFING COMPANY AND ASSOCIATED 9. APPLY TEMPORARY DISTURBED AREAS AS GRADIN PERMANENTOR ROGRESSSES AND FOR ALL ROADWAYS INCLUDINGOIL STABILIZATION MEASURES GRAVELIMMEDIATELY ,OTHER RUN OFF CONTROL / GRAVEL PARKING AND DRIVE AISLES. REAR YARD SLOPES TO FANNO CREEK. ROADWAYS. CONSTRUCTION ENTRANCE •* X X X X X X DEVELOPED CONDITIONS 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. PIPE SLOPE DRAIN I� 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: OUTLET PROTECTION X X x X X x �� GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL AU. UNPAVED ROADS LOCATED ONSITE, SURFACE: ROUGHINING rT * NEW OFFICE BUILDING MTH PAVED PARKING AND DRIVE AISLES AND PEDESTRIAN ACCESS. CHECK DAMS _ •�•i•� OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING OTHER O NATURE OF CONSTRUCTION ACTMTY AND ESTIMATED TIME TABLE ACTIVITIES. POLLUTION REDUCTION 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, FLINTS USE WATER-TIGHT TRUCKS OR DRAIN PROPER SIGNAGE X X X X X X d- LOADS ON SITE. HAZ MAT MANAGEMENT X X X X X X 0 W CV VICINITY MAP * MASS GRADING 2/17 - 4/17 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; SPILL KIT ON-SITE X X X X X X * VEHICLE AND EQUIPMENT FULLING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND CONCRETE WASHOUT AREA X X X > I` UTILITY INSTALLATION 2/17 - 4/17 Q rn NTS * ERECT STRUCTURES 3/17 - 10/17 MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, OTHER * STREET CONSTRUCTION 9/17 - 10/17 HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, C Z LEFTOVER PAINTS SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. d 0 I * FINAL STABILIZATION 10/17 * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. W � 0 „ „J 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE S 89'51'48" W 456.54 W o PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVfiY. TOTAL SITE AREA = 3i \,,--- . .1.,.;:3 .59 ACRES SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, O MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE - TOTAL DISTURBED AREA = N1.29 ACRES AREAS FOR WASTEANDSUPPLIES. RATIONALE STATEMENT .< I - w 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOIDco cc N o WIND-BLOWN SOIL H o '` I. SITE SOIL CLASSIFICATION: 16. THE APPLICATION RATE OF FtizIILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW 6 - Y- A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's T� r 0 ro V MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. (J1 I (FIC7 ' G,N .p 14 - COVE CLAY - 2% EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT I�'�!I uc o 37A- QUATAMA LOAM, 0 TO 3% SLOPES - 25% 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION FLOCCULATION 20.01' 3TC- QUATAMA LOAM, 7 TO 12X SLOPES - 17� EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON 10.00' J ! FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN SPECIFIC SITE CONDmONS, INCLUDING SOIL CONDmONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 4` ��2 n 43 - WAPATO SILTY CLAY LOAM - 56 OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, THE SITE, AND OTHER RELATED CONDmONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO W n - ►nS LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A o I; 111E COVE CLAY AND WAPATO SILTY CLAY LOAM ARE POORLY DRAINED SOILS. QUATAMA LOAM IS REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. ,n MODERATELY WELL DRAINED. SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN C N I"T' of ; w APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT INIAL SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. `IRECEIVING WATERS 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABIUZED OR COVERED, OR OTHER H '4 1in BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SHEET INDEX 7;P',- ci o FANNO CREEK SYSTEMS LEADING TO SURFACE WATERS. M` i:',,1 P 19. CONSTRUCTION ACTNmES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND EROSION AND SEDIMENT CONTROL PLANS - 1c(f) DURING WET WEATHER OCTOBER 01-MAY 31. 5.06 S 89'51'43" W 489.56 2O. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE ET REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL PERMI"TTEE'S SITE INSPECTOR: JONATHAN SWEET 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO in COMPANY AGENCY: AN ENGINEERING INC. INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMa; 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. ,i; V PHONE: 503-620-3030 SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY FAX: 503-620-5539 HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. LU E-MAIL: jonathansOaaienq.com 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT 111E CONSTRUCTION ME, MUST BE CO REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO �_ DESCRIPTION OF EXPERIENCE: .. . CESCL 2016-004 PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM W EROSION AND �� CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DMSION OF STATE J SEDIMENT LANDS REQUIRED TIMEFRAME w SHEET INDEX CONTROL TITLE 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT Cr SHEET I I OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP o RELEASED SEDIMENTS. 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE �_ �, TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF DATE: 02/25/16 EXPOSED AREAS IS ESTABLISHED.MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DVER, DO REMOVE ALL OINGSOWITH EROSION LOCAL CIVIL DRAWN: PSP III REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING • IESC1.0 EROSION AND SEDIMENT CONTROL TITLE SHEET CHECKED: CNH SEDIMENT RETAINED BY TEMPORARY BMPS. • ESC2.0 CLEARING, EROSION AND SEDIMENT CONTROL PLAN 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NOT LATER THAN • ESC2.1 UTILITY, PAVING AND FINAL STABILIZATION PLANFILEA15156.11.ESC1O INSPECTION FREQUENCY: SEPTEMBER 1; THE TYPE AND PERCENTAGE OF SEED IN THE MIX MUST BE IDENTIFIED ON THE • X3,0 EROSION AND SEDIMENT CONTROL DETAILS PLANS. W� NORTH SITE CONDITION MINIMUM FREQUENCY 27. AU. PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, REVISIONS: - PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). SITE MAP WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF 28. ALL D(POSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 0 FROM SNOWMELT, IS OCCURRING. 31. NTS 1. ACTIVE PERIOD 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE STORMWATER RUNOFF IS OCCURRING. DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL BUFFER AND PROVIDE ADDIONAL EROSION AND SEDIMENT CONTROL BMPS. © AA1 ENGINEERING IMC. IN ANTICIPATION OF SHE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY zoie, ALL RIGHTS RESERVED MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO THESE DRAWINGS ARE THE PROPERTY PROJECT LOCATION: PROPERTY DESCRIPTION: LEAVING THE SITE. ON-SITE DATA OFF-SITE DATA OF AM ENGINEERING NOT TO BE USEDD OR INC. AND ARE OR REPRODUCED IN 15065 SW 74TH AVE TAX LOTS 500 & 1700 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AAI TIGARD, OREGON 97224 (WASHINGTON COUNTY TAX MAP 2S 1 12AC & 12DB) (14) CONSECUTIVE CALENDAR DAYS. PRE DEVELOPMENT: PRE DEVELOPMENT: ENGINEERING INC. LATITUDE = 45.4113', LONGITUDE = -122.7527 LOCATED IN SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 2 SOUTH, RANGE 1 WEST, 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EXISTING IMPERVIOUS AREA: 98,071 SF EXISTING IMPERVIOUS AREA: 9,976SF SHEET WIUAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. EXISTING PERVIOUS AREA: 58,829SF EXISTING PERVIOUS AREA: OSF TOTAL AREA: 156,900SF TOTAL AREA: 9,976SF 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, ATTENTION EXCAVATORS: UNLIKELY DUE TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES UKELY. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. POST DEVELOPMENT: POST DEVELOPMENT: THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. PROPOSED BUILDING AREA: 16,272SF PROPOSED IMPERVIOUS AREA: 8,768SF ESC1110 ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT !FAST TWO * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WM-I DEQ 1200-CN PERMIT REQUIREMENTS. PROPOSED OTHER IMPERVIOUS AREA: 70,524SF PROPOSED PERVIOUS AREA: 2,033SF BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. PROPOSED PERVIOUS AREA: 69,276SF TOTAL AREA: 10,801 SF RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, TOTAL AREA: 156,072SF JOB NUMBER: RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. A15156.11 3/16/2017 - CONSTRUCTION SET (ADPRO1 \ 0.1G1NF -i+ /1AImo. d R-o-W I /J ����.�.��.....� f � � I 1 LEGEND '�/. 0 �1\y1 9 �� J \ • + EXISTING CONTOUR--1 TO 4 FOOT INTERVALS - — -102-- -�-" -" GAS 89'51'48" W 456.54' -- G-- - - - - - - --• 100•- - — - - - - - - - - - - ! - - - i o l EXISTING CONTOUR--5 FOOT INTERVALS GRA:CE W I �- f- -- �� I SEDIMENT FENCE o 0-0100 0 0 0 ROM. 6/30/17 2 I..,..„. Li", / u t cD( T �� r 4ad —.i.;�.�'P o-"2aa {-� FLOW ARROW f '% 7 1 �( / / 71 CONSTRUCTION ENTRANCE i+K,si'-mss. ir�e� 9., 22 8E '\ / / PORTABLESHED *��' INLET PROTECTION (FOR EXISTING INLETS) k z / EXISTI�G BUI 'INC � o 1 `1� \ TO E REMIVED ��'% f�Zu� ~ z °0 - 0 TO / > araeP I Y 1-1-1 JCT) I i �'N TREE REMOVAL X La w y I 1 / 1 Sp / .t X003 Iw �- S ®. ..x....1 r W w o M /Ni 1J 4 =0 Z •\w - ff TREE PROTECTION0 �' ZWETLANDS ,,so _:i:; 5 W pW ifl `BOUNDARY\�� WATTLES PER J f ® r� �' I d _ 3¢ o I I� ;N [o Z ---__ --„, DETAIL 7/ESC3.0 / `3� 1 r ® l� rUN N I o 1 CONCRETE WASHOUT Z o jLLJ �— f 1 IT7-- ®® I r` T4_,z•644W---LIT- „, <171 WATTLES - Q g. / � � IIA7 \ I 1 0 ICC01--otELd2 if \ .� 46 1 m / // �� i ) /. 1 11ZQWWU . 1 1 O � � l III 1 ZWaq W �\ { 7 Zi7 r I .... - -- -- s- v // % i I ¢ ' r I CONSTRUCTION ENTRANCE ! EXISTING�BL74LDING ;;r:: f I— N 0 BE RENTAL d` I PER DETAIL 2/ESC3.0 1 I , ( fT 6 1 I fox./ S r.�'�s / / r i ,be f \ Com,.. ----• L !�`s s s ' �, f r ■ / / COVE i '�•s• • • // // ' � I PnYC a�' 1 \'�•�� r�r •h ire.iia!s,��.!!ai ' ' `' ''� ` '' '`.410',M PRE- CONSTRUCTION, CLEARING ;c"i �����+��li�i r,, a;sr,'ar :Ai 0 e, 1 ', 1 «01.'•••r yai�/ rr a, arIV (7 ;��:; , :�� . -' AND DEMOLITION NOTES: / / w ---N r,i!,.�!,.,!h�!+rya y!rr�r.sr •�,`�,,•�i 1,{ l'il \ r�1 I L J r��i•�w1���l:a�ir n ar.!�ir�aq I • `"ccr d..1/' J \ CQNC Tf-WASHOUT l-:�'•':�.�•!�•`�t� i!:`_ w�:ti: I 1 ID/o V= \ \ _� 1a.4,-,3,-/ / 7 \ so or N. � •'P' R DETAILt 5/ESC3.0- 120.01' :'� 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERKIER SEDIMENT CONTROL. GRAVEL CONSTRUCTION ENTRANCE 0 ���\ I ��`'1�1►'�1111Fr7—/ r E) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF cn `,�� a \ * N } 1 EXISTING BUILDING - - )iv.-4 i , I I f \ CONSTRUCTION ACTIVITIES. t c I f C / �X TO BE REMOVED \Z .�d' "`zad ri* ' ��� / �_ / I,\ �,� Y POEM D� ' I 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS o aCNI 4 V 1 OR OTHER SUITABLE MATERIAL. STRAW WATTLES. OR OTHER APPROVED MATERIALS. �+ o, v. f °. E3 e \ \ \j / / / '` \ Ld _a�Q,' 1 , I 3. SENSMVE RESOURCES INCLUDE BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE \ \\ „ ¢ W J I CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY ` u \ N co�, {{ 1 I \ a '-' >--+ � • n� VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. Z r , ��� I I / f F— d Z 2 cirivx tr �P Cl)Vr 1 \ul I \ �i \ I 1� > W� * 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MNNTNNED FOR THE\1 e i ~ PROTECT TREE (TYRO \ . \ -U,� I ..r z \ o I DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT UNITED TO, STREET SWEEPING. AND \ c5` \ k \ l 11.01.7- 01:1 I VACUUMING, MAY BE REQUIRED TO INSURE NAT All PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE r \\ >Z a1 F— 1-i \ y I PROJECT. a APPROXIMATE 100 YEAR • \ ,�a� w 'Cr ~-•� I r .p y FLOOD PLAIN LINE \\\ / I o ¢ f ae�►� 3 w I 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL O w cv ELEVATION: 133.0' ,• LL 1 \ � f 1 Wo o¢J, _ CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET > N. �� `j N \ 1 \\ �/ i \ , J PROTECTION). CHECK DAMS. SURFACE ROUGHENING. AND BANK STABILIZATION. P4 < CO o I ) "� a EXISTING BUILDING o I Z IL7, q,)(` / • \ 1�\ \ 1 TO BE REMOVED „� ___� Q I o C -z: S '`� �,0' O SEDIMENT FENCE PER I \ N. N GRAM- T / C TALL� 1 w m I THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" W t� DETAIL 3 ESC3.0 \ \‘ Aux '°'� o ,CE 0 I I I / I \ / CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE E--i . 0 I I \ ��1APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. _ / r� r �5•rur REMOVE TREE (TYP.) 0\\ I I \ OD cc iCHAIa \ \ \ & D \ FENCE Eimmi GRAVEL ` Q N UNK /0 i t \ \ �\ I 1 - � , � / l \ �, I c I- \ \ \ A N� O �1 ` \ `1 CHAIN UNK 0 1 OFFSITE INLET PROTECTION P4 a o o o + 1 L .5' T� ) PER DETAIL 6 ESC3.0 ,H e___ ..,-_ 4 -e-- _ w H jr- X x x x x x x o 0 0 0 0 0 _ — - - y':: —rr aii �— — �� — w� �� �.. ..—.w�.� • • III.;. S 89'51'43" W 489.56' 5.06' �i«iiiiiiiiiili�iiiiiiiiiiiiiiiiiiiiiiiriiiiiriiiiiiiiii/77/ i�/77, i i 4 1 z l j 1 I I-I V V I OFFSITE INLET PROTECTION I PER DETAIL 6/ESC3.0 - g I I 1461' I 1 I 1 I CLEARING, j V I 1 EROSION AND 11f y 1 SEDIMENT i-flo\ o 39 CONTROL PLAN \I ri I `'u� DATE: 02/25/16 1 I DRAWN: PSP IT,rI I l �� I CHECKED: CNH IIS l '�, } FILEA15156.11.ESC20 ' y1 REVISIONS: 1 1� lFL31 I '- I OFFSITE INLET PROTECTION 1 1 l PER DETAIL 6/ESC3.0 I�� I I~ `�' O AAI ENGiNEERNG INC. I ! 3 1 O 1°1E. ALL RIGHTS RESERVED 3 • 1 I I� 1 THESE DRAWINGS ARE THE PROPERTY 3 • 1 1 OF AAI BNC,•E'ERNG INC.AND ARE ;I 1 I I NOT TO BE USED OR REPRODUCED N ANY aI I WRITTEN P�1 OF AA}WITH T}E PRIOR { ENGINEERING NO. I r I. I NORTHGRAPHIC SCALE SHEET 0 CLEARING, EROSION AND SEDIMENT CONTROL PLAN ° 15 30 60 120 SCALE 1' = SO' 1 inch = 34 ft. ESC210 JOB NUMBER: 3/16/2017 — CONSTRUCTION SET A15156.11 acs .D PRO/ LEGEND �`� ENGINEER '� j I I •� 5. 1 '� A / i l I EXISTING CONTOUR--1 TO 4 FOOT INTERVALS 1 02 ---- - -- ` EXISTING CONTOUR--5 FOOT INTERVALS 1OG j / - . ONSITE INLET PROTECTION- TVP. ( )- )1J NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 �1 , ,s1,..\.' co S 89'51'48' W 456.54 PER _DETAIL 4/ESC3.0 r NEW CONTOUR--5 FOOT INTERVALS 100 -- - - - - - - - - - - - „`. - '- """ .. ,� - - r' - - -- "' �- -- SEDIMENT FENCE o 0 0 0 0 9�C N/' P� - (--- "m" 7';'' ----7-'--- -- FLOW ARROW f 1 1 - -_ RENEWAL 6/30/17 �, CV f a� / i CONSTRUCTION ENTRANCE `�`�`�`�`�`�'�'�'�'�'�' I I f �• r, I \ / I 1/4.'''.\ `1 \ INLET PROTECTION (FOR PROPOSED INLETS) `� / �� \ ? ( I a G:. � _ \ INLET PROTECTION (FOR EXISTING INLETS) y ,/- 1./ \ \ , / o l r z in z -I -3- ,- II � �, Z �� ���` / �.tiI. w N w I i ' \, CONCRETE WASHOUT D o ro i / / �� HID YJz , I LIJ j W J{ I1 - TREE PROTECTION a, W m WETLANDS �/ ( ' / f IiJ �� . l c. z p -o l� WATTLES PER I/ \� \ 1 • _J 91 3 I .L, 11� - N N BOUNDARY\ fyl �j 1 f 0 I - C7 ai DETAIL 7/ESC3.0 / (® ID = x `O -1=1- c0 O III WATTLES � 7 / r �1 � ' 1 f 1 \+ ®®I I1------- \ EiQ Qc I i C - LLI co i , , /�� �, ,' �6 x I . '; v I> i S GRADING & UTILITY ;::s' ■ = - o a N ` EL w Li OA -� EROSION & SEDIMENT CONSTRUCTION NOTESCI 4 Ari 77 /(r_i I �y ' i . ' CY o 1 CONSTRUCTION ENTRANCE . iy �r - 0 ) . - � 1 1 PER DETAIL 2/ESC3.0 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF / / / ) � _:.a1 ------ } THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: ,_• / / I ( _-- 1111 .\tvE9 ---, _____ •:- :,.,• ;••-Ili•.•i.-.,, ,,•,., I A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. it �'•`•'•' SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. to / r �I tl Illb ti.66;iiiiii.-1;f4,1;;;;;;:e. i/4:11:,...1::::::• I,'kJ"' B. DWARF GRASS MIX (MIN. 100 LBS/AC. / / I i \ / P �Q•7 • ,i,, i, !+.�,, �h!4�'� / \ .0 1/i •,« � � 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) + 40'4140E12. CREEPING RED FESCUE (20% BY WEIGHT) b.), r1 .00' �/ I `r v ~fes * 2 /..!' _ �. '46!,'1,1';1411'.1`s: .!�q�!+, !a�!,��'�� �,:'�{ �/14 J I y sir CONCRETE SHOUT •�•'-• •'-•'•''r ~ , ` I C. STANDARD HEIGHT GRASS MIX (MIN. 100 LBS/AC.) �~ f `� \ . l �� ` / g-- ,PER DETAIL ESC3.0�_ 20.01 RP \II 1. ANNUAL RYEGRASS (40% BY WEIGHT) . 1 - - - - - -- - t - --- -� "� "` "- 'I 2. TURF-TYPE FESCUE 60% BY WEIGHT c7 .7....----. � , ii ( ) 1 \ / ;; _ _ _ J } Imier • �; 1 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE \ '�� „"�� / ria�' •I ' - , ROUGHED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. ' / �•. I ' / ‘..0 �' '� �N��111111111111k _ ,,,. r SURFACE ROUGHENING IMPROVES THE SEED BEDDING AND REDUCES RUN-OFF VELOCITY. il ,�c°�� ° \ I k D % Y �// �,,,,,,,,,,,,,,� �,,,,,,,,,,,,,,,,,,,,,�, ,, "' .1 LA �QI a� ' VI 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF `'� \ \ �\�,I "!;. \ . ¢ _ W Y I = +� PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION \ cP� ' �' / , r. ; EV - I��- `..J.L,Iinlilinmai , I RATE. Cii.5 �� `:.:.�- i 0► ET I RO TfON 1 /- w ■� w , 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL Z v'�,\`, , 'Jr.. :" ' ;•. I > awa I v , WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED I I \I c3 ,,,,, \ PER D•TAI L 8/E` 3.0 . • . • .. ROTECT, TREE TYPJ 1 ,� : �,� " ` 1 ' z I r. MEASURES. �T 1Ili ►�' •� , , , - • +•-, I ` ,e �I 5. STOCKPILED SOIL STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND APPROXIMATE 100 YEAR '' •c'� '.. ,��� i z `-' __I .: �° = 1 CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH y f FLOOD PLAIN LINE \ 'r• • ,:. 1R ¢ I I 1 PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE ELEVATION: 133.0' 1,` `'' 11t ' . `. \ :� LL ' ¢� ® t, , LJJ CV \ ` �� 1 1 PERIMETER OF THE STOCKPILE. a 11 CD II1. .„ CV l'i'l }} 1 • A , � � \ fII C 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY Q rn o •'"�~ ' ! , li i''°\ I ��_ j .� m SEEDING AND MULCHING, EROSION CONTROL BLANKETS Oft MATS, MID-SLOPE SEDIMENT I In )(_ 1 1 r ;1 FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY -C Z �� I / ` ,."' ;' N. ' :1 i : I REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ' CD SEDIMENT FENCE PER • ••�.> _ ‘‘‘‘ ,%. W I; DETAIL 3/ESC3.0 1 ,, - \`-\ ; 1, ` ' I 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES ' F. -"�" Gcc i tx1 I� I INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW / �` , \ .., ; \ \ ; /� ` II ' MULCHING OR OTHER APPROVED MEASURES. � it k I \ y / I I �,✓ \� �;;� ` ''''''' . , r 1 \ / / 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTIONCC \ • 1 . AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY O2 Q II 1 _ -- \ , I. ! OFFSITEINCLUDE, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING AND VACUUMING o li ) 4K \ \ 1 r, �r ` l OFFTINLET PROTECTION (REQUIRED TO INSURE ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE \ ' .��". . 1'1 PER DETAIL 6/ESC3.0 PROJECT). ~ I 03__ ,-,'-• 44 i.4 I e I w -,.3E3 e\ ck ( r , \ L - - ` 11.E - ° 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF � � x x- x x x x x - •_ W _ -" "�''" � - " APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE S 89'51'43" W 489.56' �`1` REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 5.06' F./ %/////////I//////ll//////////////////////////////////////////l//////����////I/////////// 1 `�' 1 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN I �o C I WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LAIDEN j l , WATER. I� 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A 1 LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER ,,,....i/f, 1 OFFSITE INLET PROTECTION_. SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR PER DETAIL 6/ESC3.0 TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASHOUT SHALL BE LOCATED WITHIN l I SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF CAPACITY. I 145.' 1 I I I 1 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TOT HE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED OF IN THE TRASH. 1 I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE UTILITY, PAVING �► I I / 1 STORM WATER SYSTEM. AND FINAL o' 3 , I 14. USE BMP's SUCH AS CHECK DAMS, BERMS, SEDIMENT FENCE AND INLET PROTECTION TO STABILIZATION OUTLET PROTECTION I PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. PLAN PER DETAIL 8/ESC3.0 Si.3" �' 15. COVER CATCHBASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL '' 1 "�,li I COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM 1 I WATER SYSTEM. DATE: 02/25/16 � _ I!G13.6 I DRAWN: PSP I' THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CHECKED: CNH .: ICONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE ' I APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. FILE:A15156.11.ESC21 .-135 I[LI 70, 1 OFFSITE INLET PROTECTION REVISIONS: 1 �'\ _agei PER DETAIL 6/ESC3.0 EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION olv 1.1,.114i, o 1 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCE, } I ETC.) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF c(ly4 CONSTRUCTION ACTMTIES I I � AAI ENGINEERING INC. ii e �'i O 2046. ALL RIGHTS RESERVED I l I 2. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING - 1 1 I / I ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. THESE � ARE THE TY OF�, NOT TO BE USED OR REPRODUCED N IARE I i 3. LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING' SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY ""�N THE PRIOR WRITTPERMISSION OF AM I ' OCTOBER 1. ENGINEERING INC. NORTH GRAPHIC SCALE 4. THE STORMWATER FACILRY SHALL BE CONSTRUCTED AND FUNCTIONING PRIOR TO SITE PAVING. SHEET UTILITY, PAVING AND FINAL STABILIZATION PLAN 3°imilimiiimmlo 15 3° ( INET )6° no 5. INLET PROTECTION SHALL BE IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTMTIES. 0SCALE I" •• 30' ESC2.1 1 inch = 30 ft JOB NUMBER: Al 5156.11 3/16/2017 -- CONSTRUCTION SET , 0 PROF � R / AKA • I • 1 f </- •" opif- FOR FURTHER INFORMATION .d0 I '9/G �Q�� ON DESIGN CRITERIA SEE i /► I N CHAPTER 4 OF CLEAN WATER �`�( /� R I SERVICES EROSION PREVENTION AND SEDIMENT CONTROL F S '-'43r- 50' I I ANGLE FILTER FABRIC _...._.__ .._ RENEWAL 6/30/17 PLANNING AND DESIGN MANUAL. Qp`1 p ;.:� '%.* I FENCE TO ASSURE 501E IS TRAPPED 00 ip doe :`:.;d :v.; .'4;•4 . li 1 1 • 1" REBAR FOR BAG REMOVAL i /./ 'Q" `t::d••'•:�••••y:. ►.A.. CATCH BASIN GRATE . \1 p E RADIUS 25' MIN. ..v.+ �00 [ I c - tie . E� " INTERLOCKED i _ + gi Z m CLEAN Prr RUN OR 3"- 6" CLEAN ROCK 1'IP- Rcr 0l GR0 E r..111111111111111111111111111111111: 1 a 2 m INIMUM 12" OVERLAPoc� 51E 2"x 2" POSTS I CATCH BAST :;• '"�'�••�'l'I'��l`�'��'���OI ::• .� �, - o ro + •+ + OF SEAMS. GEOTEXTILE,REINFORCEMENT IN REQUIRED gar * ` AND ATTACH PLAN VIEW r :: ♦r1 r � i W + + f + • ff aa + 1 NTS i b1. *T4444'4414' •4 • > + + a a + ♦ t •a a • +:•• + LL B" MIN. EXPANSION RESTRAINT F �, W m w •a • + • + • • + + . r . • • • \444.441,40014.4" _ + + + + + + + + + + + + : + + DEPTH USE STITCHED LOOPS `�. .+•-.t. �,r"r�,�r ��j t:..+_f t Z o • •a •• •• • •• •• •• •+ •• •• •• •• + •• •• •f •• . �•"+ •'r*•++• r• ,-+ +*r• ++++'+.;.a«•++`.'>. ++ r ++'+• f '2D' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL " 1 - , F• - o + 4 + + rn 3' minlmum OVER 2 x 2" POSTS NOTES: . I.,V.04►4 .� '' ! a, .+a•+•. . + . +•af ` +++f,. ++a♦ ++♦•++ from toe slope. ■ l •'F.- �.�►,�rr�`���, V • + + ++ ++'++f*♦++ ♦ ' + ♦ + • ♦ a a • GRAVEL CONSTRUCTION 1. BURY BOTTOM OF FILTER FABRIC 6" ��rr��` •+�•:�a m o ♦ -- + f + ♦ + • ♦ 4 ♦ + ♦ a • + + r r + + + VERTICALLY BELOW FINISHED GRADE. I ;or�' Z ? + •• + + + r a + a + t a a a ♦ ♦ ♦ 1," + + + + + ♦ ENTRANCE CURB RAMP ' a .rI - 0 r •+ •r + • + + r r r + - + + + + + 4 + �,` I 2, ex 2' FIR, PINE OR STE0. I STORM PIPE a �� in l 8 + • . • • • • • ♦ + • • a + + + • ♦ + • • • « .+ + *+'+ •♦• PAVEMENT �� N al FENCE POSTS. i ,' �� ►'. m •* +'+ • *♦*++•i•i+ ••++' + •a+ f•♦♦aa ++•+• ♦• +++ ���'�;la `414•44, ________ ,' • ,• d+ +•+•+•••♦•+•+ + • + • + ♦ a + : + • • • • a • • + • • /- V I.1 3. POSTS TO BE INSTALLED ON • w ()N • • + + + • + ♦ + + + + + + + ' , ' + + + + + + ♦ • r+ 4.•.• +'+' •. .;:ti.. MUM - +W + •v UPHILL SIDE OF SLOPE. '. ; - - � In�i •*+* + • • + • + + -t+a• ♦ • • ♦ +• # • • + r + + V 1 1' ',' v v _ To-"• ' I �+ L: .,j .•r ►. r +.r • , + + • + • ...♦ 4 • f a1 • t ♦ •c a + • • .•.♦ •:+ +.. • + - - y ```11V ^`�•``'``•``444-•;?: . F'.b LOW ..'ArVn"7'.i L ''`i. �AA N. a'f • + a+•,�.:� + + + ♦ + + \ .. • ♦ '+**•f'-• ��/�'�/''/-�f•//-//�//�V./�� .r1".„ .'•�w7- R -.L'`.�'.�.•' ..: , `� 4. COMPACT BOTH SIDES OF FILTER FABRIC ' � � .,ti`:_., •••�: ,.:.�,..• ti.. r •'�`' i � u=1=.�.' '+'+*.`+'+'++++�`+'+ +'+'+*+'+ + •+ _+;•*+,. :•+++� ::?+'f'f+f'+'.'.'.-aa ._ !'�'���Oj1�j`j�j`rj��/�j�/�j�;;r;f °•t; �/� TRENCH.• -lIZ1��11' + • + 4 + + + f • + • a . +'+*+ + + • a + a ♦ ♦ ♦ • + + ♦ ♦ ♦ f ♦ a��-... '�' / I .\' .4`4,-.�:: rY �/ 11= + a + ♦ + ♦ • •'+- *•*• • • • • • • • ♦ • • • • • . + + • ...rj �/ + •- .•♦ 5. PANELS MUST BE PLACED 111 1L.: i1---�1'=U,It 11.:�.LAl'i•z•�1••11�a rl a r�.,• -••:Olin;_u-sIIm1iTEI=l1-,li-** �� .fir.". •a�: a� • y . '.'a.. ` '• PROFILE ACCORDING TO SPACING ON 2'X2")0'+" RUBBER BLOCKS • DETAIL N0.940 NOTES: NTS BARRIER REQUIRED 0 TOE OF SLOPE. I. INE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR fl OWING OF i POLYPROPLENEFILTER SACK (WOVEN) SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN ■,�,. +_ ■ PLASTIC SHEETING OUT OF ANY MEASURES USED TO TRAP SEDIMENT 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. FILTER FABRIC MATERIAL 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE co ... THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. I 36" WIDE ROLLS SACK 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION N WOVEN POLYPROPLENE NOTES: ENTRANCE OTHER MEASURES ES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 12" I U 1. MINIMUM OVERLAP OF ALL SEAMS REQUIRED. FILTERING SYSTEM. 2. BARRIER REQUIRED TOE OF STOCK PILE. 5. DIMENSIONSI FAMILY - Ng?ii;&z-;:' �//moi:�+•� ': ,i � I 3. COVERING MAINTAINED TIGHTLY IN PLACE20' LONG BY 20' WIDE 8" DEEP OF 3MINUS CLEAN ROCK. {o '4 BY USING SANDBAGS OR TIRES ON ROPES WfCI-i A �•C• ! I I I { NOTE: MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION LI LI FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION I GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE 6'MAXIMUM SPACING ON DESIGN CRITERIA SEE PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER CHAPTERON 4 N CRITERIA CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION FRONT VIEW SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER ANANDD ECONTROL EROSION PREVENTION AND SEDIMENT CONTROL AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED SEDIMENT [ PLANNING AND DESIGN MANUAL NTS PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUALCmli t CONSTRUCTION ENTRANCE INLET PROTECTION PLASTIC SHEETING C1eanWatcr Services C1eanWa6er Sernces TYPE 5 H Our commitment L clear. Our commitment is clear. aea rWafle SeMC�S DRAWING N O. 81 D REVISED D 12-06 Detail Drawing 855 REVISED 12-06 SEDIMENT FENCE ail Sees Our commitment is clear. � , •nrcammitme•ti,clear, DRAWING NO. 920 REVISED 12--0$ DRAWING NO. 875 REVISED 12-06 - 0 0--- - ----1 L LI-1 CV cn 1 SOIL STOCKPILE 2 CONSTRUCTION ENTRANCE 3 SEDIMENT FENCE 4 FILTER SACK r:4 Q = z 803.0 NOT TO SCALE 8C3.0 NOT TO SCALE 8C3.0 NOT TO SCALE 803.0 NOT TO SCALE r1 ' 0 w W CCH 0) O CO cc Elm' o Q In 0 MAY BE USED SHORT TERM 4I V. R P4 W/ UTILITY WORK AND W/ PHASING QF DEVELOPMENT-- r i. .��.;:ter i •.- • 1 inillill • All ilit i iiia i c4f'P- ;�,�•- {4,l 1. .„ ,., it-''`` WOOD STAKE •t �•±• � 1 tl:'�[:•� 11 ••F I a . .114V • ' c;w'.ar. •• •47. H FLOW ?C,,;` �I/co s l >! e(r S •.•• •.„-��. I Pu'11i1� •4flli{lipi tiI',i��"� lull / =;:. 'I =t''''LOpE •• :.;. tilllfallii \ e•e--.+.e 4° •� 7Kt itioll t 11, r rl �Z;131 MI 11111 ill 1 tIlli 1 11111 lin it n iHIUiui M11,Il}11,x' Y}� •• • •0 •••• l;ilriiiki IP 41glIF' Il:p1,101111,' il1111111 {{ ',:":1:-.E .-::',.....3...:!,':_• PLACE WATTLES ALONG SLOPE CONTOURS. 1:41th • - ••tt•0.1i.•00 • • -rpt•• p• . • ___-_ ___ PROFILE a..'~L:;0.1,..A _ --. GN - - r.„ AREA DRAIN ?" �lil:;;- SI - -_- CATCH BASIN :::. RICE, COCONUT OR EXCELSIOR g,-�:,,, ''"..a� J1` • . ENDS OF BAGS 5+`+:'� "'ti`= OVER/AP 6"Tt'PICAL WATTLES - = Y =-.7.,-;.-.-.....s.,......-:;..„:,.,. •�'ll.�11i� .Ir.r III ! 11: •L��.<<•e._,:i�-- ;,r�_. rill ,,i'''.t.a•iii, .Li7;,tg--::!. iiii 5.0' - . 1 FLOW j j1,I,, 1 • P LAN VIEW Irnlnilll•1 1 STAGGER ,.‘:-,-.1-....,...,,,,,,-. ;'ICI u,nla •' :: .�• • .ntt1.SI t�l JOINTS s NTS -- --` ��-- �M;� 'i 1+,1•l1'11ri FLOW EROSION AND MIN uilluu i "u1i�„'h - SECTION SEDIMENT Wkiliititii., "5;1- AA. ....,,,,ii`i' _ -- CONTROL DETAILS � dell lllllllllh� :in •. ... t. I 0 p` . ` - ;iii liiI ii�li ° STAKING SPACING 4' O.C. r -d •#�•• BIOFlLTER BAG ll 1111iI I •' \\ //' I DITCH INLET PLAN VIEW �;l!II.I'r;�� ° ° I I _ I • 161.;�;' ..'-• . •. - 11 a ° se,Ol ZIN :.0. I I DATE: 02/25/16 FLOW o FLOW FLOW ' ' DRAWN: 6" overlap of bags. �-- �- PSP NOTES: ° 1. ADDITIONAL MEASURES MUST BE CHECKED: CNH >a ° CONSIDERED DEPENDING ON SOIL SES PROFILE FIL�A15156.11.ESC30 2. BIO-FILTER BAGS SHOULD BE ° TIGHTLY ABUT ADJACENT WATTLES. REVISIONS: STAKED WHERE APPLICABLE USING (2) 1"x2"WOODEN STAKES OR I 0 0 0 APPROVED EQUAL PER BAG. I NOTE: CONCRETE WASHOUT NOTES: 3. WHEN USING 30" BIO-BAGS TO FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE i 1. BIO BAGS ONLY REQUIRED WHEN DEPTH = 3.0' PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER PLDISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATIONAN VIEW ON DESIGN CRITERIA SEE SIGN SHALL BE CLEARLY MARKED HAVE 4 BAGS AND THEY SHSERVICES EROSION PREVENTIONALL BE AND SEDIMENT CONTROL 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER "CONCRETE WASHOUT AREA" IN A OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION NOTES: 1"x 2" WOOD STAKES OR APPROVED AND SEDIMENT CONTROL AAI ENGINEERING INC. VISIBLE LOCATION I I. STAKING SPECIFICATIONS: FOR FURTHERIGN INFORMATION EQUAL PER BAG. PLANNING AND DESIGN MANUAL. 201E, ALL RIGHTS RESERVED a. 1"X2" WOODEN STAKES ON DESIGN CRITERIA SEE INLET PROTECTION CHAPTER 4 OF CLEAN WATER THESE DRAWINGS THE PROPERTY TYPE 4 b. ADDMONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTIONAFC C1eanWatcr Services DOWNHILL SIDE OF WATTLES, ON SILO-, SLOPE OROUTLET PROTECTION OF "T1USEDENGINEERING INC. RO ARE AND SEDIMENT CONTROL NOT TO BE OR REPRODUCED IN •ur commitment i,elem. HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. RIP RAP C1eanWater Services ANY MINER, EXCEPT WITH THE PRIOR DRAWING NO. 915 REVISED 12-06 WRITTEN ON OF AAI 2. SPACING IN ACCORDANCE WRH DETAIL 940. Our commitment is clear. ENGINEERING EEE INN MQ, Detail Drawing 820 REVISED 12-06 SHEET 5 CONCRETE WASHOUT STATION 6 BIO- FILTER BAGS 7 WATTLES 8 OUTLET PROTECTION 804.0 NOT TO SCALE k8f9) NOT TO SCALE 803.0 NOT TO SCALE 803.0 NOT TO SCALE ESC3I 0 JOB NUMBER: 3/1 6 2017 - CONSTRUCTION SET A15156.11 _ _ - 1 15.01' 4\� '� -I / LEGEND �T 0���: �`� sof - - �Y' A l'�>F. :•r . 1ST 1R }- 34 '7, ... I Z *VW 1/` VI •:.` -• • « - ,. ' •,•• s•„ ::.:."--_',_ i- �4.. - + .i� ...••• ' •af' ' ♦.t , ...•' • - t - : I. +'. , TREE J� * z4" ••••••-•.•, .`; • • • . .... : ",• •; • • • : + •.;• " , L+ •. .•...,: • •."5y8 I 1 EXISTING TREE TO BE REMOVED 15 xx• .•Ne Pti- I ' •''I. .': . . .ditta-44444103. • * a+ �' ,-q•• -+.•..•�• 1" r` «:,•' * : :� , •• ....... '• - .,..„*. .„*.•• .• • ' ••� -• • :S +'' .• -.• wr• • ., •:'} •• . •: �a • • .'60,0'R-O-IK- 11 WO '-• . •. '••#• • 'a••. ...*:• •t• •• • . •,,; •• •„,• •.!j•/�.: - •••': ; ; :.• ,,.. •; ``: • :••• . - • . '" - •:"• o � � .20.0' MATURE TREE DRIPLINE . JOYCE L JACKSON '* 0.1 -`: ' • +• •,,�r: .11 ars ,h . .4..' ro:• ••.'1" •'- V: • .=/n • "-,: tit. :j''• r• • : �•;•; _• •• ; r. • 3 • : • "Y•• ' IA •f?.•.;' -• w„»;:•` ri.: I • �.' . : I '4 OR EGON j ' • `R �' ...... • • :r - '` . " ;b✓ +' • . ` ..z. . • •`.. ', :a'• •; .I.:.......'. V !1 UT 97 `l 4r.._i . • c • . ; ••_ - ' .f • '•l• +• ••. .•7 • .•t .,��;•.• .••••••: . ` ,.i : . . ••" = , . t ': ••� •: •• -. :: �: �' : .: EXISTING TREE CANOPY AREA � / / •* : •L • • •l• 01:- • �• gra i' ••• •`; t • •` •.1 • r; CY • • * Q -,R • , • • •• • 11r •- •�r •-.• •-.•* : : • 'a•.'r ::• ".�• - • 1.--• ,• • :• ` • •' • • rr* • •~ J. ` • 4,"%• •••••- •: -. --•-•--- ,"% • - •: : • '• -.--i-- :•• - Sw • i.•' 1••• • •.••+'••_,--_• ' - • '• 1 \ • . J•`• , - _ s• •' •,. • . .r 4.•• -,�•••". •I. • .. t • -;y ••`: : - • 1 I CANOPY AREA • , •• . : • ` •L• •� • • • • f• I`•: • ••0:•.• l4• J.•,••+1i • •i, r• •j•• • * 1 •1. ••. f .......•+• .. ,,r•-r••• ;., ,a!•, •••. ,• •;1w ••• •• i : ` •i •- . f. •y•. :r'• -•• v.; ••., • • • • CO CO CO 1•1 ;+" •'x' % • ••~" r '•r-'•• rr • •. •„a%. • 547• " '• ; PORTABLE SHED ..!:'`''••••` •. •- '.- , " '. .� I TREE PROTECTION FENCING 0 O 0 N o a Ct 111 .•••.'•-C•" •. S •- �• . .• .. •� .• i• '• • .• • ' • ••••••• . , `•85.3' I tl in to 4O rr3 :'~ :� •+�� `.; :• ` -,'•i• .. _ ..• ••� , .: '�- I I I ��� ::'::::E::L::R::E • (41 • • OFFIE Z ,a¢ ¢ c~j • • 11 • • • • • #4111 •• ;•,•„I •;;••' ,.1• 1•••• 'e.ra__ • ,•-�.` ':'• •• ; - .• �, : - r--, EXISTING WATER LINE ...„... ... .,.... :., • :. ., :.-.1 :... ::::ild • *� *••. 16 ,�. lr ',4 ••• •', • f;••,-�-•,L 4 : ••. �• • •, ••, t;�• t • ` •t' . , -• • ,y • I Ij i,.. PROPOSED WATER LINE VIA. 4 ez 1I � "# *,.•.•'+�� - ,=.s'�;' f r' •'' • i:•.: •: •-;•».. `'• r.• :; • • . .;•+ 4- • "•-•,• K` • ;, 1 ' EXISTING WATER METER J 1 1 Ink , �_ Z ��`� rilp �•* ..�*• 1� �,� •' •..' >r y .- • .�.. • • ,_.» •, _ .:• ., =ter ,-" �.. ��. r Q�-� di • *'!#'1Nom'• . .1\P{, •1..• - • ti,r, ,+•w.f •Y L+ r• •••:' .•r •. .�. •• •w'r .1 S .�•...•aar t I 03 .� ,• .• r i • r •'.�l� 1 *1 "i' ' "0 1� ki � ��. �1•i*mfr N . .�� • , ,fy+ -� • 1� , .�'•rf�, w it4•, •• •••;"\i••%• . r. »1• •1. .. .:••• , :+ •••• ''� � ! r ••♦ 7 1 • tl C�s . / •/� ��� �� ���i ��R s•`" ',i y 1 r rr• • '' °., :I : r' I �. ° .e 1 ° I •` �i j+•.1� m Fit C7 ,• �R •�. 11 �1�411r `•" .r ••••-.Y: f '•'. .• J• • • •:•••: ••; .1 : •- . • • •• ' • :•` ' • • +A :: ,i ' ':. > � ' PROPOSED STORM LINE � ilk" '+� 14 /�/ / tai �`� -� f y 1 ;b•.:.:'• .•t. ••; « • • -y�y ,:. •••••.. ., 7..,••-, • ~. • • • -• • • •.•r• ��` • ° ..•••-t•` •.•*• . v . . • Irk Q w �, ct // �.. w- ,- �iJ-. , _ S 1115.2•Z!.rd •-•• r ''• ti. • « •R ti: •`• •{. �. F Ia.=••. '+ • - f••, ,I ... ! •*-.-0._t S a Az Ztyd �� * ��. • w •«�, r 1j • • 0,4: .,. . •+ • i: { '•• : • • OFFICE �r . •.t.••• ..+ •, } 1• tl {•� 0 w aph *��+�J • a_ • • .`S• I:••• �4 ..,� o .• •• . _ - f- '• . O°, • • ,'�'.• ••ti` r•r• -: .„,• .:• •.., , •• ••• 4• w t :tSr:•1•' •/ , - r .• �• i • •- �• ; _ • • :•I • i • •j ••:-• i • ~ • ••+ y • I .yIIFy f'• • EXISTING GAS LINE - 4-.������ I�� l.Ll Z . �,, . ... •• •:I • •.+. • • '•`° ,,,.• •• •• ''• + , ,• • •`f• S' `• •,•'r ' . • '-' �•• �• I • M•a ��'�'• '+ t: I + .•- •- • • ,I • • d'•, • • : I�• • ` r N C'� F1.3 •4 w 1; "r .�. 'f•t . '« •1' : .. % ; '1 'ff. • .1•' WAIL .r ,•.� r r ` • •°�• 'r + : x t - ° • .� ;r 1••• '` . . • .,- • ..i • S' ••�..•;, •:•' •.•••. •••f ••, n 1• .�ti • 11 .1 •.. ' (/1 r-- N r'7 `14AT tf .16••'x•;\ o•"/•`•. . %r• r .I !• ' .•;'''� �• - •`' ''. ••:r:.' r ••: r 'e' . S • I I •:•• • • V4+'i •' . 4..4. •••••• I 1 '., • j(.��-JPROPOSED GAS LINE w • .J f' F t `% ,,..q '• •:. •/• �. . f• + �... 1• ,.5.••• •• • •1•.• •r • : • • .,•• • ••: -.r•I • r 1Ink: Vi*I OF r • ; • •v, •; .ya' ' f . �•' �• • • i1 • N 1•�. „ .�`• . \�:;+• •. `r •� ' - Y• III�i��' .*, $� .•:••••'•• ' .;..' ! , .e...."-.:-.4--.<"<• ••,r•�'- ••1 ••• ;e. • 9• I, •. ~ •r• %.':+-. ,••I •;,� - �,'�^ EXISTING ELECTRIC LINE ••- . « • 1 � . , •1 •••�•.:.. :: ' `� .*:••...••••••••%•..-..: •.1.• • r•r +r••• '�• at•••,••' • • ,::•;: , .�f • ..•�-:-2?-4 " .. .. '.• • + ��• �.. JOYCE JACKSON • VIII-1114111 1 �R .•, a• •`••.. r r K ':: _ •• S • �,..:M +•`` I '+' 7 ••:• ••%• • .+ l '500'R-D-11� . _ WAREHOUSE I•• ' • OFFICE To BE = • • . r I� a a { ••• •• :e • .• �'••• .....'" ••: ' •..•r • ;,• �' r + -.:+ r•• I :e • • r " w '` •+• LANDSCAPE ARCHITECT tir • r' ��� ��� ��, +' r •-i•• •'`�;., !�. -,• L•• ...... .••••'a .. ••� :°' I `� DEt�40LISHED ��, r; • ••i•:�• • • �..•� ��� * 120.0. 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Zj CO ° CD 0- cn / ? / -- --- ._._ 110 ::: s i > •� 6 Q Ll_ = �1 oi 11±1).'''''- • 7 L X X X X X x X X x x To ° o ° ° a ° �9' � • — _ - - — - _ _ _ _ CC '111 ' _ _ 1 ` r 1. S 89°51'43" W 489.56' ° o o 1 IIII; 5.06' PRI=-EXISTING NEW •DEVELOPMENTI �`�4 i� "I , NOT CONFORMING / �, I ` 4a 0'R-0-i1H f TO REMAIN j EXISTING BUILDING 1 111 Ill MO., 489'-7" IIMMI • / o I " o 2 j I c NORTH 1 t1 Alk 1 S. 0. 1,,ITE PLAN ! II } FIRE LIFE SAFETY NOTES SITE DEVELOPMENT PLAN 1. ALL FIRE LANE SIGNAGE SPACING PER TVF&R. SIGN TYPE "D" PER 2014 OFC 3. . 20' FIRE LANE: 2O'-O" WIDE MIN. INTERIOR TRUCK TURNING RADIUS= 28'-O" SECTION D103.6. AO.1 2. NO PARKING RED PAINTED CURB PER TVF&R. FIRE LANE/NO PARKING LETTER PER 2014 OFC SECTION D103. JOB NO. 130184.01 ©2015 an& P.C./CIt�1 ALL RIGHTS RESERVED EXTERIOR TRUCK TURNING RADIUS= 48'-0" SHEET 1/1 EXISTING BUILDING ` I o 11 ,� 45.0' R-O-W 1 II / 1 25.0' 20.0' 1 \ _ __ _ _ / 1 I i 1 I TOPOGRAPHIC/SITE SURVEY 5.00' \ 1¢6.3 a \ 1 3 �� FOR: // - _ 1-443-- \, \ \ 'I 0 S 89'51'48" W 456.54' / r - - \ , f INTERSTATE ROOFING / / , � f 1 NorEs ` -e-�- T-f p 1 IN LOTS 15 & 16, �/ / t ---1-44-__ - - - , I 5/8"LR. = I ° d "FANNO CREEK ACRE TRACTS" 1. FIELD SURVEY COMPLETED ON JUNE 11, 2015. (UPDATED MARCH 4, 2016) 1 ` / / I X 144.1• 6.5 TALL NO CAP o a I 146 4 EP CHAIN LINK 1 2. ELEVATIONS ARE ON WASHINGTON COUNTY DATUM FROM COUNTY BENCH MARK NO. Y-672, A BRASS DISK AT NW CORNER OF / I / / FENCE +�- 50.0' R-o-w- BRIDGE OVER 1--5 FREEWAY ON BONITA ROAD 1' EAST OF WEST END OF BRIDGE, ELEV.= 198.837. 1 I / / c�a ' 40.0' 1 ' 20.17 IN THE SE 1/4 SEC. 12, T.2S., R.1W., W.M. / i / X 143.6' / 145.8•EA, I CITY OF TIGARD 3. THE BOUNDARIES SHOWN ON THIS MAP ARE BASED ON MONUMENTS FOUND AND DATA FROM BOUNDARY MAP FOR INTERSTATE / \ / / GRAVEL ROOFING BY JOHN REPPETO DA TED OCTOBER 30, 1995. THIS MAP DOES NOT REPRESENT A SURVEY TO BE RECORDED, BUT WASI / \ / ij ` I is WASHINGTON COUNTY, OREGON DONE FOR SI TE/TOPO INFORMATION ONLY. / 1 / GRAVEL / tl` a o plit T.B.M. 4. THIS SURVEY IS MADE FOR THE ORIGINAL PURCHASER OF THE SURVEY ONLY. ANDY PARIS & ASSOCIATES, INC. ASSUMES NO I /\ \ l I / I I RAILROAD SPIKE IN TAX MAPS 2S 1 12 AC & DB LIABILITY FOR INFORMATION SHOWN HEREON TO ANY OTHER INSTTTU77ONS OR SUBSEQUENT PURCHASERS OF THE PROPERTY. I / 1 l / / 0 / NW FACE OF POWER , \ \ r v? / POLE #3012 JUNE 19, 2015 5. SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. n / •1 / 40.0 ¢¢ psi ,4 ELEVATION: 147.56' \ \ / /S.7' °0 PORTABLE SHED °° 141.r' �,`' FA ' t� ��. 6. THE LOCATION AND OR EXISTENCE OF UTILITY SERVICE LINES AS SHOWN ON THIS MAP ARE BASED ON FIELD OBSERVATION ONLY. / \ \ r 40.0' EO 1 1 -.4`.----POKER DROP THERE MAY EXIST ADD!T7ONAL SERVICE LINES NOT SHOWN ON THIS SURVEY. �/ \ \ 141.1' I � f 0 o -t aA 85 3' r 7. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO / \ \\ If ; // 42.2' 144.6' EC 1 I14s3' EP TITLE NOTE: STA TEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. ' / \\ \ I \ X 142.3' I / 0 CO I 1 I f / N o�7CE N J 6 I `'' a I 1. THIS SURVEY DOES NOT CONSTI TU TE A TITLE 8. THIS SURVEY DOES NOT CONS7JTUlE A TITLE SEARCH BY SURVEYOR. THERE MAY EXIST EASEMENTS, CONDITIONS, OR WETLANDS ' // 137.9' I f STEEL / �a5.t' EC " $ ! SEARCH BY SURVEYOR. THERE MAY EXIST RESTRICTIONS THAT COULD AFFECT THE TITLE OF THIS PROPERTY. NO ATTEMPT HAS BEEN MADE IN THIS SURVEY TO SHOW BOUNDARY \ / ' SUCH MATTERS THAT MAY AFFECT TITLE. / 1 I BOLLARDS I r7.o 5.0' 4. 14y t R+ z ' 8, U I EASEMENTS, CONDITIONS, OR RES TRI C T IONS THAT /,\ 1 ci, j 1 f :"= Y 1as.1' Ea----- 0 1 FA f f COULD AFFECT THE TITLE OF THIS PROPERTY. NO / I ` I I ? I ATTEMPT HAS BEEN MADE IN THIS SURVEY TO SHOW \ 1 T J � 1 73 f ABOVE . . ..'• 145.2 EC o f 1 SUCH MATTERS THAT MAY AFFECT TITLE. WETLANDS �_ J / N r t f i 01 f GROUND /� �� p f p BOUNDARY / \ I I I LP GAS se ASPHALT 7¢ 0cN f WETLANDS / �3� ! f J ! GRAVEL // �® I TANK / c Ss Fo (/y i (4A---El1 c.o BOUNDARY ! _� � � /J I I I I ( l® ti - I1 SANITARYLEGEND: / / `� �+ // + J '! \\ I ® =' Iir ;+ 145.4' ECOf r" MA 14b.39 / /% /// � `! � / ' Ii 28.5' ,Rs� GRAVELO \ m " I ' EP • FOUND SURVEY MONUMENT / / // / --~�1 11x.2' J I� T N� OFFICE m 1n \\ © W 1\ 1 0 SEWER MANHOLE / / �^ \ _- --- �� \ I 1 0 129.E / / \ \ ' / '� \ ',Ayer WOOD WALL 137.4' I I 0 SEWER CLEANOUT fI \ ! r . 1 I �� DECK III yea ° � � � ) cc. ic, / / ^ / 60.2' I / f/ ��• � 6.5' TALL l 0 A;, r I `�' UTILITY POLE / / lr T GRAVEL / / / if 141.0'+ 145.5' EC CHAIN LINK / F,o o ��^^ _ WETLANDS / ` / \ 1 / / - I 48.2' FENCE I u Cr o 1\ r STREET LIGHT BOUNDARY / / ^' f' '� / / / I I ; / \ d OH _�--- n H 1 1 �+c� AIR CONDI PONING UNIT / 13 X 135.87 - -- / Iin \ -NI / l 11 l ^� - / a a I ROOF• h ` - -- -� ' ON �- t9 I / EM ELECTRIC METER _ / / �* WAREHOUSE I 156.4' / - I 1 N / / I ,75 // o N PEAK: / so.o R-o-w- �^ If -q, / / / 2' IND£�MCRETF WALL ROOF I OFFICE •:�. / �G • 40.0': 20.0' l 0� GAS METER / I /N') / / / / ,( \ I / !I s2.r, 24.0' © � G G -G G G ' 146.2' EP u z D4 GAS VALVE I` I L. ► 1 �' l ElWATER METER / // / I \ \\ X136.T/ / I f t7 a o 0 0 1 � I 1 ai / WE7ZANDS / I \\ GRAVEL \ 1 / / III I / i t° 37.2' 60.4' } -- J x\ two coo a I WATER VALVE 17) ./ \ 230.3' r _ I - / 1 , r ") BOUNDARY / \ -44 ` -�` I' /. \ �r 1 M6 MAIL BOX L ` / I I I - 11.9' 11.9' 1 3 \ o -� \ I \ \ \ // l / I X05' 1 1 / \ / / 9-9' N\ _ - ' y 20.01' 0 o X I I. 0 BOLLARD x WETLANDS MAPLE TO" REDWOOD 16" N \ \ \ 1 �I DECO 13" / ��89"51'418" W \183.0 ' // I I MAPL£ T3: o u I cn p\ 1 \ / } �/ / ro ��`' x -- BARBED WIRE FENCE BOUNDARY MAPLE s' {{�� \I 1 \/ RE1 4S74D 37 DbJ.G FIR 29"- I I X 138.3' // / 1 \ ( /,...J X t47.5' :°43(CHERRY Lr o f 1 1 I 1 - 0 -- CHAIN LINK FENCE �O DECID 10" �. `��'' \ rr 40.17'R-O-W- 1 ��*i 1 // / \ \ \ \ Drrp14Y GRAVEL // / X 14b`.s' / \I / GRAVEL I + 20.0' 20.0' \ E - UNDERGROUND ELECTRIC LINE viii MAPLE 23" / , \ \DOUG FIR 26� ,, - 1 - ll 1 f ! / / r I ¼147.0' PWR DROP ajI - G UNDERGROUND GAS LINE MAPLE9' ' DOUG RR Ib 1 / / 11 1 I� sA /� / ajDEc,D6 " l I \ Ail r DOUG FIR zs" I 1 / \ = g i I / -ss - UNDERGROUND SEWER LINE 1 � I I I 4 / / 1 J i'✓ / - N F°• v - w - UNDERGROUND WATER LINE • s DECID 13' Vrib DECID 10" \ \\ \ DECO 12' \ ` \� �` // 1 / S // \ \ ° 146.3' EP -off-- OVERHEAD U]7L1 n LINE \ \\ \\ �1 / 1 I \ I \ \N \ �\\ \\ / J` / 1 / l \ 1 \ v' ,\ \\ I X 139.3' Vett' T / I ,,,����(( ��,� DECID r2" I \ N "�` ��" T 1 \ 1 0 �0 E C7 1 KJ iR� REDWOOD 3q" } N N \ \%\-t.C\\\ / I / / X 147.4' 1 \ I 6.5' TALL\ \ \ \ �\ \ I 11 / 1 I ' JI /I I X 14 _1' 1 CHA!FENCE c Q1 y129.9• \ \ I o I %\ f \1 \ \\ \\\\ \ ( I // \ l - I1 '1 \ 0 ^��y� efX13.7. \ \ \\ \\ I I \1l// 109.4' \ / X147.3' \ I x 3 V/DECID 14' ) f \ 1 \ \ \ \\ 1 i I I / \ 7,��, / \ / N I I \ \\ \ \ \ \ i / ` X,42.8' \ // \ >7... o \ d APPROXIIATE 100 YEAR \ \ \ \ / // \\ I / 1 �I \ . * REDWOOD 35' I I FL DD PLAIN LINE \ \\ \ / / �\ `` / I ELE1 t 7#8�1�133.0' \ k \\ \ / / r \ \\ I GRAVEL °; W 1 J_ WETLANDS 1 1 N\ \ �\ 1 \\��\ /�/ I \ \\ ! l_ _ _ I w Q 146.6' BOUNDARY 1 \ k , \\ / / I 11� ` X147.3' X 147.9' I • X 130.4' \ tT \ 1 \ 1 \\\\\\\ �,(\(N GRA VEL I 1\ ��\' \ \\ I 0 '� Vi I a v ( IN 1 1 \\�\\ \ 1 I \ \\\ 1 N � �, I �, 0 \ REDWOOD 35" / \ \ \ 1 N. \ \ 1 \ y/` I 1 N17y ! ,s ° I Cr CO WETLAND \ \ \ \\\\\ I \ N \11 \ GATE - r -----)/( 0 / / X 12J s' SAMPLE 1 1 \ 1 \ \\ \ 1 \\ V / PLOT ;¢12 I \ \\� \ \ Root- --- ooF fl ' \ GRAVEL 6.5' TALL o W All / I \ \ o / 3 GRAPHIC SCALE / 1 1 1 \\ l / //// 1 \ \ .9' �. \ CHAIN LINK o �` I a I -J 1.* CFO e- / \ 1 I�EDW170D ss" 3E- CEDAR 19" ��\� �\ r6r.� - 11` \\ / k \ / FENCE o 0 10 20 40 80 ^7 \ \ 9' \ / 1 1� / ,Lor 1 \ ` a \ �. 47' 11 \ 1 0 / MAPLE 14' cN / \\ \\ N \ / ! \\ 1 1 \\ 1 X147.6' // 0 ' . 11 X 146.8' AC / CHERR 10" 1 1 1 11 146.7' EP ( FEET / / Y\ N. NN 4 1 \ 1 \ 6.5' TALL H// a Rs \ \ \ \ \ cA co \ \ \ CHAIN LINK 2 1 ''F • 1 inch = 20 ft. I N N 1 °' \ \ \ FENCE /o I ° CD • W �EDWOOD 24" DECID 6" r f \ \ \ \ \ SHED / 0Ct LLRR..�� N. \ \ \ \ ) \ \ \ \ // GRAVEL I I I CHERRY s" 1 9� N WETLIAND \ \ 140). 1 \ \--- - I 0 \ / f--- 1 ' N SAMPLE\ \ \ \ \ , I 1 \ !/ 0 !! y 1 N 3 J o PLOT #1 I li)\ \ r RED OD 20" \ f i \ \\ \` \ \ \ y 1 198.2' / O tail / MAPL 30" DECID i0" CHERRY 6 \ \ \ \ \ `\ 479. \ 1 / X 146.5' o co , �� gt { 3 \ I e O DECID 6' • CHERRY 8" / ` ? \ \ 1 6.5' TALL • ALDER 11" 13 �il� D CHERRY 7" ,r �+ \ f ,� \ \ \ -, C' � 1 \\ !��� (� O 1 `1f{„� L�' DECID 1n"`��,•ft�' • CHAIN LINK 0 • REGISTERED REDWOOD 2z' cl MAPLE 20' DECID 7" L - �.� FENCE "' RIM=14617 ' PROFESSLAND SURVEYOR X X X- X X X X- X X X X O O O O 0 0 O O 79 - ! - O O O 0 C1 n t, a e o-� _ - - - - - - IIIIII CATCH S 89'51'43" W 489.56' ROOF PEAK: 172.8' BASIN 5.06'-/ ) • 4' TALL 4' TALL 6.5' TALL + FLUBARBED-WIRE BARBED-WIRE CHAIN LINK 3/4RIM=146.46' S"H POWER DROP 0 FENCE FENCE FENCE - 40.0'R-o-w- EG EXISTING BUILDING JANUARY 15, 1987 WETLANDS J r 20.0 BOUNDARY 9.3' I j HAROLD P. SALO `1 2264 >- EXPIRES: JUNE 30, 2016 •3 0 o (SINCE 1952 0 9 ANDY4-11 PA I PARIS AND ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS 16057 BOONES FERRY ROAD LAKE OSWEGO, OREGON 97035 �e PH: 503-636-3341 I a ,tea www.andyparis.com PROJECT: 15075 DRAWING.: 15075TP1.DWG DRAFTED: MPC 03/04/16 •