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Plans (55) S1T2017 -00013 COPYRIGHT 2017 This document is an instrument of service,and asrmisuch,ssiorenmfoarinussthe eofptrhoisp edrluomf the Aisml ihmitieteccti DOW ._ ent w v and can be extended only by written SPECIALTY RETAIL agreem Washington Street, #750 Eth ega architecture Ile Portland, Oregon 97205 c.\\V PR ores * *.. µ.....4 .101.101.6......MM- 720 SW. 971-280-8641 c",\‘' f5i PREPARED FOR: 1-- 65433PE , LEADERSHIP CIRCLE LLC 0. aGON v N / / NNs I TIGARD , OREGON 97223 . EXPIRES:12/31/18 eNki* ne.) '\ \ 13 DIV CHARLES F, TIGARD ,lk C)5, AN CHARLES F, TIGARD vega 0 SITE 14) 0 <,, <1 , ,3, ELEIWENTARY SCHOOL \ ELEMENTARY SCHOOL RucitiEnii),CLIN0EFG6TILV,GA011E7SRD:: ,.., 1,4 -7 ,,,,,,, (RESIDENTIAL ZONING-R12) (RESIDENTIAL architecture I lc \ ZONING-Rig) 25107 geneses trail road 0 .6$ ....--- ,,C., ifr.,,...„ ...„,„1;44 7 13 t„. .71 OM ,,,,,„„, atm 4... ,,, ,,Nom.-eener--K ,A 10.11 golden, co 80401 .1 I I 1 / i mji_ _i_j 1 _ __ if__ . 303,872.0487 (.1) [Z] , !I° -' '.1 I 4 vegaarchitecture.com A h. (,.) , I . '"r"4 .4%.- - i... .. 1 SHEET INDEX 1.... .,..4 , k . 5 , I., . -. ... , ...„, , ,...0,.. . * . I tr3 ' \,,,,\,, , fr. .,7 -\:1;,\. ' ' ' -----,„ taimairs(• \ STOP •- \ 1111, IIIIIINIaL __I I ' CO.0 COVER SHEET CO.1 GENERAL NOTES EEI ' 11, I .. - „, ;, .. ,,. t, 4 01.0 EX,CONDITIONS AND DEMO PLAN a I C2.0 SITE PLAN . _ - i i . 1 -4. Ca I DIMENSION PLAN PARCEL 1 I 4 t 7 03.0 GRADING PLAN Er ..„ , .. i C4.0 STORM DRAINAGE PLAN 1/ t . , ,,,„,,,,„„,,,,,,,„ 1 1 11.1 ,•, ...., _ 1_7,.... 1 ' '' H I C5.0 UTILITY PLAN ,,,0°- %.„ VICINITY MAP _41110,. :21 5 : 5 \I „,, , II . . 7.! C6.0 DETAILS PROPOSED SPECIALTY RETAIL SCALE: NTS .1r1 14 ..1 FFE:210,90 -. , ,,*rig „4 C6.1 DETAILS sismani ,.'.', I 1 ":', pt.. LII eSe,././.0WIZI . 1 [ : 1:1!1.7"1 1'61 C. ) 1 ' .$: . ' ! 06.2 DETAILS 1 Na (51 ... ' 1 F GENERAL t .. ' / I, 1 COMMERCIAL USE , (GENERAL C6.3 DETAILS C6,4 DETAILS sonommo -,40-- I - ,, .......0.. i 4 , , i ,,,,,.: COMMERCIAL L1.0 TREE REMOVAL PLAN I< ,L ,, I COMMERCIAL •,. L1.1 PLANTING PLAN 0 0 . ;, / 11 - ZONING I *. ' , -- i ,,,;' ZONING) L1.2 TREE CANOPY SITE PLAN Irm. FP,:: ' . , i ,,. L1,3 PLANTING PLAN DETAILS AND NOTES 1 ) 1/ . ' 0 ill .\1 '13 I . do... , ,....,,,,,,,,w,,,,,,,,‘, L2.0 LANDSCAPE IRRIGATION PLAN 1101 L2.1 IRRIGATION DETAILS City of Tigard Erosion Control 4.:0:„..;cipii, i I l Er 4spe . ,. Cal (503)6394175 , -- initial Ina, ; tion: >ma 4.... . Final In-•; lax >alm , ,,,r,',1 '40,14, ..;..._..;;;-.,------- PriOr tO final building , • .** ....------ - - ' ,0 Ed\ ... _ , ____ __ . ...............'"M"' HMI 0 CNI ..,..M.,,,.."..M. • ''" *. 11' P' .. .. , SW PACIFIC HIGHWAY E 014 --------- .,-- 4113*4;:4C1.4 '..: VAP4"'11&, .4.t...,:,-4.....2"'Y,..'...., --.:_i%. .- cD IMIOUSIN r....... .. _ OF VG . ,* : , - ,.. 3 i: e ,, it FoR coDE Co .a, , es msmawfam Cr < ....'".: ''' 14,'":m(mG;AIREcRA/A"ziu' sE 1 COMME'RCIAL Permit* .4"--' W. --7. eesZCI k 12 ' cii cti) a ZONING) 11 1 rrr63i 1I ZONING) L() 57 " 1o0D< 1 ***4 ; .- , , , -^ A GEOTECHNICAL CY") 01111111111110 '1" 1.--- ,.. ,...... I, REPORT IS REQUIRED SITE MAP , I BEFORE THE FOOTING '4n SCALE: 1" =40' OA\ ,', INSPECTION IS APPROVED , 06.20.2017 PERMIT+CONSTRUCTION PROJECT TEAM OFFICE COPY DATUM SITE INFORMATIONARCHITECT CIVIL ENGINEER . „.„. WINIMIHNINIk VEGA ARCHITECTURE DOWL WASHINGTON COUNTY BENCHMARK NO.949 13125 SW PACIFIC HIGHWAY ATTN: COREY FISHER ATTN: KEVIN RUSSELL A 1-3/8" BRASS DISK IN FIRST CONCRETE STEP ON THE SW TIGARD, OR 97223 25107 GENESEE TRAIL RD 720 SW WASHINGTON STREET el SIDE OF THE STEPS OF THE TIGARD GRANGE HALL NW 45,425060N, 122.781453W GOLDEN, CO 80401 SUITE 750 as az) ENTRANCE. APPROXIMATELY 2,045 FEET SW OF SW CORNER PHONE: (303) 872-0487 PORTLAND, OR 97205 --.. a) OF PROPERTY, OPPOSITE SIDE OF HIGHWAYPHONE: (971)280-8641 CD . ELEVATION: 269.592' TOPOGRAPHIC SURVEY SURVEYOR FAX: (800) 865-9847 CITY OF TIGARD IL) C\I 4161411 , , , , , . , ,, ,A ,.,Mg, . .. ..,B .. , x WINIIIIIMMINSINIMIA O LOCATED IN SOUTHWEST ONE-QUARTER OF SECTION 2, CMT SURVEYING < PLANNING Approved by planning 1 BASIS OF BEARINGS TOWNSHIP 2 SOUTH, RANGE 1 VVEST,WILLAMETTE MERIDIAN, ATTN: MICHAEL R. GATES W . --. CITY OF TIGARD, WASHINGTON COUNTY, OREGON 9136 SE ST HELENS ST, PO BOX 3251 DOWL , BASIS OF BEARING IS PER FOUND AND HELD MONUMENTS SUITE j ATTN: READ STAPLETON CO ALONG THE CENTERLINE OF SW SCHOOL STREET, TAKEN AS PHONE (503) < N 4501'40"W PER SURVEY NO.29424, WASHINGTON COUNTY UNDERGROUND ACCURACY STATEMENT CLACKAMAS, OR 97015 720 SW WASHINGTON STREET FAX: (503)850-4850-4672 SUITE 750590 DInaitties:ls: 1v. \t'l PORTLAND, OR 97205 SURVEYRECORDS. ,. ,. . ., „ , ,., ,..„„ ,„„ .„,-.._ „ _ 1+4.W.61M wwokiri a 61...I.4.../. OiNala.1W MY,.I,11*. O THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND PHONE: (971)280-8641 I- EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES OWNER /APPLICANT FAX: (800) 865-9847 W SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE 0 SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE LEADERSHIP CIRCLE, LLC LANDSCAPE ARCHITECT EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ATTN: MONET RAGSDALE 1521 OXBOW DR, SUITE#210 Cs! POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA MONTROSE, CO 81402 DOWL REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO PHONE: (970)249-3398 ATTN: PAT GAYNOR, RLA 720 SW WASHINGTON STREET CD Er-- COVER UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUITE 750 .... 4a1; (I.)(1) SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION PORTLAND, OR 97205 .CD SHEET OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. PHONE:(971)280-8641 "c 0 2 FAX: (800)865-9847 Ea" , a MJZ ›, 64 li 0.. 03 0„) Co . ...- ci m co.0 cl.) 0) AO COPYRIGHT 2017 This document is an instrument of service,and as such,remains the property of the Architect. _ DOWL Permission for use of this document is limited and can be extended only by written agreement with vega architecture 11c ritA AVA IOWA NNW'two1 720 SW Washington Street, #750 Portland, Oregon 97205 alp PRDFFss 971-280-86411 43 �G►NEF �©.p c,, F, /9 9 Q 65433PE l 0' GON 'f-e Y 09, 2° �\N �N s. {1\)%c GENERAL SITE GRADING NOTES GENERAL DEMOLITION NOTES WATER CONSTRUCTION NOTES PRIVATE UTILITY CONSTRUCTION NOTES EXPIRES:12/31/18 1. CONTRACTOR TO TIE PROPOSED GRADES INTO EXISTING GRADES. NOTIFY ENGINEER IMMEDIATELY 1. NOTIFY ENGINEER FIVE (5) BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH, CONDUIT, VAULTS, PADS,AND 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE IF EXISTING GRADES DON'T MATCH FIELD CONDITIONS. 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION. IT IS WITH THE CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS & ROAD CROSSINGS, UNLESS OTHERWISE NOTED. \iega THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DRAWINGS AND THE UNIFORM PLUMBING CODE. 2. ALL ADA ROUTES TO BE MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5% INLINE SLOPE. EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER CONDUITS. DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF 3. ALL ADA RAMPS TO BE MAXIMUM 2% CROSS SLOPE AND MAXIMUM 8.3% INLINE SLOPE. COMMENCEMENT OF GRADING (1-800-332-2344). A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF 4. MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES. OSHA. 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS architecture I IC 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS PRIOR TO CONSTRUCTION. 25107 genesee trail road 5. PROTECT EXISTING ADA RAMP IN PLACE THROUGHOUT CONSTRUCTION. CONTRACTOR TO VERIFY AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. 4. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER CITY OF TIGARD EXISTING RAMP MEETS ADA REQUIREMENTS. MAXIMUM OF 8.33% INLINE AND 2% CROSS SLOPE. ,' STANDARDS. 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO golden, co 80401 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT CONSTRUCTION OR EXCAVATION. 6. ADA WALKWAYS TO BE STRIPED OUT. PROVIDE MINIMUM TWO (2) COATS WHITE PAINT, ARE DISTURBED DUE TO CONSTRUCTION. 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES SHALL 303.872.0487 CONTRACTOR TO VERIFY ADA WALKWAY MEETS SLOPE REQUIREMENTS. 2% MAXIMUM CROSS 6. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND BE FLUSHED, STERILIZED,AND TESTED, ALL IN ACCORDANCE WITH CITY OF 5. ALL CONDUIT MUST BE INSPECTED BY THE RESPECTIVE UTILITY COMPANY vegaarchitecture.COm SLOPE AND 5% MAXIMUM INLINE SLOPE. PROJECT SPECIFICATIONS. TIGARD STANDARDS AND THE UNIFORM PLUMBING CODE BY THE CONTRACTOR. PRIOR TO BACKFILL. 7. INSTALL WOVEN INLET PROTECTION TO AREA DRAINS AND CATCH BASINS ACCORDING TO 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR 6, CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. APPROVED 1200-C PERMIT. INSPECT, CLEAN AND MAINTAIN THROUGHOUT CONSTRUCTION TO INSPECTION AND TESTING. LINE CONSTRUCTION. PREVENT SEDIMENT LADEN WATER FROM ENTERING THE STORM SYSTEM. REFER TO APPROVED 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS 7. ALL CONDUIT SWEEPS SHALL BE A MIN OF 48" RADIUS. 1200-C PERMIT PLANS FOR CATCH BASIN INLET BAG DETAIL. 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30" COVER OVER THE WATER LINE. PRIOR TO CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED 8. 3' OF HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER, SEWER, GAS, 8. ALL BOTTOM-OF-CURB ELEVATIONS NOT ACCOMPANIED BY A TOP-OF-CURB ELEVATION ARE TO BE EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. AND IRRIGATION LINES. 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS STANDARD 6" EXPOSURE CURB. REFER TO SHEET C380 FOR CURB DETAILS. 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF 9. A 1/4" PULL ROPE RATED FOR 500 LBS, SHALL BE INSTALLED IN EACH CONDUIT SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS BY CONTRACTOR, CC EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS PRIOR TO CONSTRUCTION. 10. ALL RUNS EXCEEDING 150' IN LENGTH REQUIRE FIBER SWEEPS. REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED ANDIll UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN 9. WATERLINE SHALL MAINTAIN A MINIMUM OF 18"VERTICAL CLEARANCE FROM SUBJECT TO EXCESSIVE MOISTURE. SEWER LINE AT ALL TIMES, mil 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. Fil Ill STORM DRAINAGE CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES GEOTECHNICAL NOTESCC 1. . .., SANITARY s �_.�.._...-. 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE Y SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY ASSUMPTIONS (FOR THE RECOMMENDED SECTION) INCLUDE: PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE OF TIGARD, ODOT AND THE UNIFORM PLUMBING CODE. ALL SANITARY SEWER AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD. SERVICE LATERALS SHALL BE 4" PVC PIPE CONFORMING TO ASTM SPECIFICATION 1, THE TRASH ENCLOSURE AND UNLOADING AREA ARE IN THE WESTERN CORNER OF THE SITE (OFF TT CO D3034(SDR-35), UNLESS NOTED OTHERWISE. SCHOOL STREET). SEE FIGURE 2 IN GEOTECHNICAL REPORT. 1 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS 2. THE NATIVE SUBGRADES CONSIST OF LEAN CLAY OR SILT SOILS AS ENCOUNTERED IN SOIL 0 (N OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BORINGS B-1 AND B-3. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, N PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE 3. ONE TO TWO TRASH PICKUPS PER WEEK. GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, v STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED 4. LESS THAN FIFTEEN FULL-SIZED, LOADED SEMI-TRACTOR TRAILER UNITS PER WEEK. < 1-1Q UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND iii cc a. E„,,,,,,, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES, LATERALS SHALL 5. EARTHWORK IS PERFORMED DURING DRY WEATHER CONDITIONS. OR APPURTENANCES. BE INSTALLED AT A MIN. 2% SLOPE UNLESS NOTED ON THE PLANS ` 6, THE SUBGRADE IS PROOFROLLED AND OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO 0 >1 - 3, LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. ITIS 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE PLACEMENT OF SEPARATION FABRIC AND BASE ROCK SECTION. THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM 1.1.1 © V J �n// EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY PLUMBING CODE AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL 7. POOR SOILS IF ENCOUNTERED DURING EXCAVATION OR PROOFROLL ARE REMOVED AND T 1.0L.L. DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. REPLACED WITH SUITABLE, GRANULAR STRUCTURAL FILL. CONSTRUCTION. CLI Q N rr<�� 4, LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 8. LOAD TRANSFER DEVICES, E.G, DOWELS, KEYS, ETC. ARE RECOMMENDED AND ASSUMED IN THE V 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DESIGN. IF A LOAD TRANSFER DEVICE IS NOT USED, ADD 1/2-INCH TO THE CONCRETE SECTIONCI) O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF THICKNESS. T r TRENCH PROTECTION OF WORKMEN. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. THE EDGES OF THE RIGID PAVEMENT ARE SUPPORTED, E.G. ADJACENT FLEXIBLE PAVEMENT, 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE CURBS, FOUNDATION WALLS, ETC. IF EDGE SUPPORT IS NOT PROVIDED, ADD 1/2-INCH TO THE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, CONCRETE SECTION THICKNESS SHOWN BELOW. PAVEMENT GRADES. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 06.20.2017 10. THE MINIMUM MODULUS OF RUPTURE(S'C) FOR THE CONCRETE IS 650 PSI. PERMIT+ CONSTRUCTION 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND REPOSE FOR THE BUILDING FOOTING. CITY OF TIGARD STANDARDS. RECOMMENDED RIGID PAVEMENT SECTION FOR TRASH ENCLOSURE AND TRUCK UNLOADING AREA 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM 1. THE SUBGRADE SHOULD BE GRADED TO PROVIDE DRAINAGE BELOW THE PAVEMENT AND AVOID APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PLUMBING CODE AND CITY OF TIGARD STANDARDS. PONDING OF WATER AT THE SUBGRADE SURFACE. PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 8. A MINIMUM OF TWO FEET(2') HORIZONTAL SEPARATION IS REQUIRED BETWEEN 2. THE SUBGRADE SHOULD BE PROOFROLLED PRIOR TO PLACEMENT OF SEPARATION OF FABRIC 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE WATERLINES AND SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST AND PAVEMENT MATERIALS. MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FORco COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 36" FROM THESEPARATION. 3. A SEPARATION FABRIC (SEE SECTION 7.3.2 OF GEOTECHNICAL REPORT)SHOULD BE PLACED MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE ABOVE THE APPROVED, FINE-GRAINED NATIVE SUBGRADE. as MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH N CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF cn REPOSE FOR THE BUILDING FOOTING. 4. A MINIMUM 6-INCH THICK BASE ROCK SECTION SHOULD BE PLACED AND COMPACTEDABOVE THE 0 THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE SEPARATION FABRIC. BASE ROCK SHOULD CONFORM TO THE LATEST EDITION OF SECTION 02630 QI ALLOWED ON ANY MANHOLE. OF THE STATE OF OREGON, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (I. (ODOT-OSSC) DENSE-GRADED AGGREGATE, A MAXIMUM 3/4-INCH OR 1-INCH AGGREGATE SIZED w BASE ROCK(TABLE 02630-01) SHOULD BE USED. H COQ 5. A MINIMUM 6-INCH THICK RIGID (PORTLAND CEMENT BASED) CONCRETE SECTION OVER THE BASE ROCK. C.9 6. PAVEMENT JOINTS SHOULD BE CONFIGURED TO PROVIDE NEAR-SQUARE PANELS TO THE EXTENT CK H POSSIBLE. A LENGTH TO WIDTH RATIO OF INDIVIDUAL PANELS OF 1L:1W IS RECOMMENDED AND IN O NO CASE SHOULD THE RATIO EXCEED 1.5L:1W.A MAXIMUM PANEL DIMENSION OF ABOUT 12 FEET IS RECOMMENDED AND IN NO CASE SHOULD IT EXCEED 15 FEET, 0 N GENERAL c n Cl) NOTES m © MJZ N E li ;;. Q N m L N 0) f"� c 03 m CV. 1 a)N COPYRIGHT 2017 This document is an instrument of servic,e,and apsesrmucishs,iorenmfoarinussteheofpthroispedrtoycuomf the net Aisrci ihmititected. 35,0 . * . I DOW ". and can be extended only by written agreement with vega architecture Ito - it--- \ WAWA ittaVifillIK414.1 i'l 4 "NORTH T1GARDVILLE ADDITION" 1 \ LOT 42 720 SW Washington Street, #750 ' I Portland, Oregon 97205 , \ , D PROFE 0 , CHARLES F. TIGARD CHARLES F. TIGARD 971-280-8641 _c_\V"- So --c3.' ) AZ11/4. ELEMENTARY SCHOOL ELEMENTARY SCHOOL \ 8'CLF - AN/, , (RESIDENTIAL ZONING-R12) ON LINE (RESIDENTIAL ZONING-R.12) <3>8'CLF 6'CLF <3>8'CLF , * '*2.... ...„,., \ GON 4 N 09 4.) , 10.04' , It : , 1 4 , 10/1.41 /NS, 11\ ' z J , . , , . , • . , 0 . .. , i ., . . . . . , . . , . .. , EXPIRES:12/31/18 ' li 6'CLF X I- ,I I 8 7 1 1 , . N CLF --1 T ' = i . LEGEND: i I / -4------- ' _., ',,, 8'RHODODENDRONS _ 1 . " 1 - PROPOSED TREE PROTECTION FENCE vega 10.00'ROAD,STREET & i , I , . . . ', UTILITY EASEMENT , „ 1 .. , ‘, ' I . ' - EXISTING CURB LINE 1 > / , .. EXISTING EASEMENT LINE . 1 - X / , I . , . ST ST - EXISTING STORM DRAIN architecture Mc . ARKvI.NG LOT' - • , ' . ss ss - EXISTING SANITARY SEWER LINE < / i i ' 10.00'WATER PIPEL' PAVED p 25107 genesee trail road EASEMENT TO BE VACATED . , tr 1r - EXISTING WATER LINE golden, co 80401 I k i . • . /....; 1 to r ,. , , 3 '7 - EXISTING GAS LINE hi rh i'/` i XISTING TREES TO REMAIN 303.872.0487 7 r - EXISTING POWER LINE I.T1 .., , ._ 0 vegaarchitecture.corn x x x - - EXISTING CONSTRUCTION FENCE i EXISTING STORM MANHOLE , Ca 1 ., ...1 „ „,, ,,, - . . . . . . , . , SCHOOLHOUSE TRACT . ns EXISTING STORM CATCH BASIN a ar„... 1 111 sZt `/' ! iiii I/ ,.,,, -- - , , 8 ' El 11/1 '',, "NORTH TIGARDVILLE . ADDITION" s‘... " i . e - EXISTING SANITARY MANHOLE t1 / I **4 / , „„,, . . . ' ' ' . . * TAX LOT 200 '-‘, . '‘. - • . ,, - EXISTING FIRE HYDRANT c) cs) .1. / 0 1 /I , El - EXISTING WATER METER r. 1"*. *1 ,../,`,- ,, 1 - , • 1 .37 ACRES . . , , ' n, - EXISTING WATER VALVE ,,,ii , . . , . 01 - EXISTING GAS VALVE --] - . , , - , . 0, I . , , . ..* , ,:,,, tio° m - EXISTING TELEPHONE VAULT UJ / . r; , . . s . . . . , 4or 1.- 4.6' 111 . , , - EXISTING LIGHT POLE Imastal / ./ , . 1111 . , , . . / ' I 10.00'ROAD,STREET,& '11. .4- • ...: /.././//////// / ,-, / UTILITY EASEMENT , , ,, / % - EXISTING UTILITY POLE stamman , .. s,..) , / -4 - EXISTING GUY WIRE <1>EXISTING TRAVELED WAY -'' . . . . cr,,, , i ENCROACHES ONTO SUBJECT N , . It I SIGN 9 - EXISTING SIGN if< „,,,, ,/,. ',// -1 . „... I PROPERTY BEYOND EASEMENT---- „,, cl,c'' I* 6 -3 ,. ,,,,,,, 4 / 171 - EXISTING MAILBOX / i ' ''TO BE VACATED , . . „ --- / 11.11.1.11 / - \ ' s ' '''' 4 TYP. ....--- - EXISTING BUILDING TO BE DEMOLISHED .., 10 , . ', I / El / UJ . ....._Th, , wy r..-, - COMMERCIAL USE - EXISTING ASPHALT SURFACE 11 ,,,,/N` Er R=2914.79' 19 L=214.58' MI 4 / (GENERAL COMMERCIAL ,.... . . ... , .., --------- --/ 8 9 TYP. 4 8 . ' CB=S 41°20'44"W, ,. -17 „------„ ., . , .. . , . , \', '--- lirittt illt 1 / ZOM/VG) _ , - EXISTING CONCRETE SURFACE I 6'CONSTRUCTION CLF 2111-53' ' ...--.. N.-N. '''.0,9 / i , • ,. / N , 6 ' w 4416 111 '' MI6 *Ng --ali c3 (...„, i ,•., A I / . / 1 " , i•,, _ EXISTING GRAVEL SURFACE 1 6'CLF / i - / 1 I I , ; ; '' ,--..'4.,...., ` ' ''.'"N....'`.,:,-,:1 -::' '.... '''':'''.:' ''•- ,* '''''''' ';,,,....-.:.:,,, ';',,.';', ,!,,,.,• -;,:. ..,',..',..*;;4,:',;', ' .,--", 'P..:,',.4:; : ! : !1,'';',.'; 4,,,- ;.,*, ,,,, ,...„4....„:;,„L-,,. -I' hip 4/7///, ^ EXISTING HEDGES (...) (\I 1-...- 2.9' 0111MMIIII OM, 1 0 amall C\I LL irs,...." i - A / „, 9 -21038- 4...-.. „„.„, 11111110 400 40/4INAMMONS„., -, .' EXISTING 8' RHODODENDRON NIIIMINSINI 41 \„- r 0 ' •' 1, •„_..-----' Ill ...- r'q 41/ .' TI 11 1.7; - -- --- ,,...--____;:„'-- „..;-,:-..•:•J'''-,"....,;"', t--;F...,:?,,,:,,,-..,', ,:, ';.,s..':.:..t..*,,1.<7,,,,y,;,....,'•,.,,,- /, MIOMMUR Cr Ct 2;f• G-iii,----,....010. ' ' . Vi' ,, ,. .......0,,,..„...,,..t,p5, G) - EXISTING PEDESTRIAN SIGNAL CL --v. _., ',Do> . ( ) P 0 2" -c-------- ,, _•''. _...........----„,„ N....N., , \ - ,• , , • 4) . , 0 ...... SPIRAL CURVE ', 1 (I) a Q.-- 208,,r,,,:or s."(--'--------S-.. , -' : -1).• .../..„-;` r'',;;*:`,.:;',"‘Ilil Z.:::,,, / „ „,,, „ , , . , , - -11''-`--4101-41,.. ..7";-`..'-;.`,7-±.`14,-;..,:`::'-',--::c..;.-",**,..;•-` ... ' ' " Acip. ,,,,,...„.„ , CHORD=98.76' , Clam 111' 1.0 „ _ ,„ Cf) N.. CY) 3.111•11111111.1 • _......, ..-.. ' " ""' GENERAL NOTES: . T--- I-- „---------- it _ NOISE SOURCES: EAST OF PROPERTY-SW PACIFIC HWY - *NNN SW PACIFIC HIGHWAY(HWY 99W) SOUTH OF PROPERTY-O'REILLY AUTO PARTS STORE 06.20.2017 . - WEST OF PROPERTY-SCHOOL/LAWN TRACK AND FIELD AREA S SSSS - PERMIT+CONSTRUCTION - ... . , - ------- NO 100-YR FLOOD PLAIN EXISTS ON SITE. THE SUBJECT PROPERY LIES - 0 0 WITHIN AN AREA DESIGNATED TO BE OUTSIDE THE 0.2%ANNUAL , ..... CHANCE (500-YEAR) FLOOD PLAIN PER FLOOD INSURANCE RATE MAP gi - - NO.4102760517C, DATED FEBRUARY 18, 2005. , '''" -11-----N '7'• ''- '"''." ."'''''':°-*A A'''' °A:','''''''''' .:°''A'A-, ..°,';'... ."t!'"''''',f;,';',1*-.:•7:-.°:‘;'..-;-!:;.°7'r(1'1.:1:44°'(417‘" . ............"""""""".." - i'r...';' '''‘°;•. .: ..-'';'.'' U ST N3 IT -- S-4:111L; •,".,:,;-'..-,, \-..';'''2.-..'''''.--;,:4-:.--''.1,::' -%/'::=1',i1.;;-''.,. i''''.'''.;:-.:,.,....",,I.I.,'„,,.'''' 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',,,,..•,!:,:, Z a•AtoomtwtoAtt Ath, ' ' TO,P09,RAP,I-119 SURVEY a cla -0 s r. (......‹,-71,--4.,,)4,41":1(tis',/,, *-A,;.:4,2•.:".;?:':::-:'--,,,-7;,1.::.:: ;*-, -:::, .:,,..t.,,...:,-.,, -.._, - - -------, -,,r,--- :-.;:.. 17,-, ',:. •-!,...;:,f.,-..,,,;,,4.;':,`-,,.7 Z:-.°:''.,',..'.. :,;':,::;:'',:' .:'''',:r" '- • - -,.',."•-‘ A----------v •="', of t**,'-•:, --. I•t';`'. .'.-„,, 2-,'‘.:3-",,C;,..,,.:-.../• ;„?.:.;':„.?..',/ .,'.:`' ,„--N-ji..`..'"' ,„,,....„,...--•',--- r 17.:: 0 ,.-- LOCATED IN SOUTHWEST ONE-QUARTER OF SECTION 2, TOWNSHIP 2 - -,-.;-, -NN,„„,...,:.:*:,:..:*:;:;',`..*.:,‘„`,.?.1::: 'f:,;-..,',..„..1:,,,:: , - • , F S ' it (J)t ..„,„--- .,.':-..„%:?'-,....„.1-',..:',...•;',*::.`„-T.';''''::".";7',..-L'"** -- -*'' r . , '----- '..'ff';'.,..:'IT.„:".!"--;: 0 ..;:.5 1.4.:r.:.''''""."'' - SO CITY OF TIGARD, WASHINGTON COUNTY, OREGON < , COMMERCIAL USE tra COMMERCIAL USE 1 .0, I -4 (GENERAL COMMERCIAL ZONING) w ..... (GENERAL COMMERCIAL ZONING) 1 ' 3 w rrim e, , 1-- •.....-- co 1 -4 \ i SURVEYOR NOTE SURVEY WAS COMPLETED BY CMT SURVEYING AND CONSULTING, INC. (.9 DEMOLITION NOTES DATUM. . ON APRIL 16, 2015. ft 0 II REMOVE AND HAUL OFF EXISTING GRAVEL. 10 REMOVE EXISTING WATER VALVE. CONTRACTOR TO LOCATE WATER LINE WASHINGTON COUNTY BENCHMARK NO.949 " REMOVE WATER LINE TO PROPERTY LINE PER CITY OF TIGARD STANDARDS. A 1-3/8" BRASS DISK IN FIRST CONCRETE STEP ON THE SW SIDE OF THE 0 STORM MANHOLE 0 STORM MANHOLE 2 REMOVE AND HAUL OFF EXISTING CONCRETE. STEPS OF THE TIGARD GRANGE HALL NW ENTRANCE, APPROXIMATELY CNI 11 REMOVE EXISTING WATER METER. CAP SERVICE PER CITY OF TIGARD 2,045 FEET SW OF SW CORNER OF PROPERTY, OPPOSITE SIDE OF RIM = 206.26 RIM=210.28 tii STANDARDS. HIGHWAY. 6" IE IN (S) =200.46 12" 1E IN/OUT =206.73 111 REMOVE EXISTING ASPHALT. ELEVATION: 269.592' 12" IE IN (SW)= 199.66 a EX. CONDITIONS 0 CATCH BASIN a) 12 REMOVE EXISTING TREE. SEE LANDSCAPE PLANS. 12" IE IN (N)= 199.65 SANITARY SEWER TABLE: GRATE=209.29 1)5 AND DEMO PLAN co ii REMOVE AND HAUL OFF EXISTING HEDGES. 18" 1E IN (S)= 198.86 -c 13 REMOVE EXISTING STORM CATCH BASIN. BASIS OF BEARINGS: 18" 1E OUT(E)= 198.82 IE OUT(S)=206.60 CD SANITARY SEWER MANHOLE -,,.• 0) Ej II REMOVE EXISTING UTILITY POLE. COORDINATE ,....11MANSW1114M6 0 CATCH BASIN RIM =206.38 0 CATCH BASIN 1 WITH PGE FOR POLE REMOVAL 14 REMOVE EXISTING STORM DRAIN. BASIS OF BEARING IS PER FOUND AND HELD MONUMENTS ALONG THE GRATE =206.64 8" 1E IN (SW)= 197.25 STUB GRATE =208.74 ca CENTERLINE OF SW SCHOOL STREET, TAKEN AS N 45°01'40"W PER 12" 1E OUT(NE) = 203.93 8" 1E OUT(NE)= 197.23 CN1 12" 1E IN (NE)=205.86 ..o SURVEY NO.29424, WASHINGTON COUNTY SURVEY RECORDS. E 6 REMOVE EXISTING POWER LINE. COORDINATE m REMOVE EXISTING LANDSCAPE. 12" 1E OUT(S) =205.11 75 \MTH PGE FOR POLE REMOVAL. i...: 16 PROTECT EXISTING SIGNAL CABINET THROUGHOUT 0 CATCH BASIN o.„ (1) 7 REMOVE EXISTING GUY WIRE. COORDINATE SCALE: 1"=20` a WITH PGE FOR GUY WIRE REMOVAL. CONSTRUCTION. GRATE =206.39 ecs 204.73 ting11111r.....Nimoviftwommitsit 09 8 REMOVE EXISTING FENCE. , 17 REMOVE EXISTING CURB. 20 10 0 20 18 EXISTING CURB TO BE REMOVED UNDER A SEPARATE PERMIT. ci CO 9 REMOVE EXISTING SIGN AND FOUNDATION. c1. 0 c +05 19 COORDINATE WITH PGE ON GUY WIRE RELOCATION. G.) Tapyrhseissrmud;oiics,crieuiercemenammeerifin:eCtbn . _ LemPthYeRpl:HpTerty2 reinei:yusssweaainGh,i:of,,,,,,n et.,extended sad mdaa 7:oeftctuhseerArveric:che oen;„.zwntditstelinmited iteactnd. .. -1 D 0 W rc:E. I 1 I voiyiyiymitorAttotivil ,.. , 43<c3\<<" °6::13N133paE73.:5)/6':-. tu 720 SW Washington Street, #750 Portland, Oregon 97205 i _„,,___,,............,..., --.. PROPOSED Rxxo(::I uss PNTT 01 ID:SAGGER cpcy oti:CURB CONCRETE EI 971-280-8641 1 CEIHomAEERNNLTEmTASLRF.zycor s 1 ZONING-I? if HA N oR GD a.RL1 2 ii. ( "'44 \ LEGEND: CHARLES F. TIGARD -,„, \ \ \ \ \. \ \ \ \. , ..- PP:RRuR 00OR PP::CO sSs E:DDE) sBPLAIN RI Li pD1IRNCNNTEE00GET NE R.,P3 1 --------*_ (REELS ELEMENTARY SCHOOL oz (RESIDENTIAL ZONING-R12) \ SURFACE CURB w • EXPIRES:12/31/18 ir-00----as-rc.wraw.I*0. )1-5t0 ,T,.. 4,., 108.0' 15.2' f 1 - r-3.0'OVERHANG 15'LANDSCAPE BUFFER 15.2' --,„\ - PROPOSED REINFORCED DRIVEWAYCONCRETE 20'BUILDING SETBACK -..-- -- -8.0' '.9-.0, f--3.0'OVERHANG 41 --L" 1 ----i- '-- •L'-- - r [11177'1 2p. 11371...,15.5,-;3 . „ - - PROPOSED DIRECTIONAL PAVEMENT MARKINGS ga ... _ . I _ _ i li _i_ , . .i. __ . _ , . ., . ,. . 15 15.5' 1. e 6.0' 15.5' r 1471111 11 --T____ 1 - 0.2 0,7' - PROPOSEDPROPOSED SIGN .6t1). f . i 6.0' Id --AP- -441- ....K. I C) 108.0' PROPOSED RIGHT-OF-WAY --- !' i \-, PARKING STALL COUNT PER ROW TO BE DEDICATED 45c I I : \ , R3.0' 73,5' R3.0'_...2 ' 11----- 1 R3.0 ----/ . , - -o- architecture lic i 1,-,, -,,, 25107 genesee trail road /• 1 24.0' , , , A I v R3.0' ' I golden, co 80401 I 11 5.0: , , . 24.0' .). R5.0' 0 t _t_i 10:4v , _ '7,* LOANbilif\G 2"9\WE v .vr L,,, ,4,44r: . ,,,..44..\' p NI 303.872.0487 R10..0'...tilip5.4, 1-*--7-!al:---4.-.1_ • R5.0' - PROPOSED TRANSFORMER 22.3' 8 8' 'Iry 11111 v' 7 1Y1 _ R10,0' vegaarchitecture.com • 0 - PROPOSED BOLLARD / 1 7.0' ,1 ____ _ i PRPOROPOPOSESDEDsAFwIRcEuDTELPIANRETMENT CONNECTION 1 R3.0' R2.01--T, 1 I \ 110.1' . Ill 4' / 1 . . .4 , 1 24,0' -----"'1 I ; - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY\ i -i 114 ' I LI , 24.4' ....._1 11 _II 21.8'---.....r I . 1 t.... 11 1 16.0'--0-r .,,,,,,, 1 *)‘' , , v , 9°I . I (. ) I - PROPOSED MONUMENT SIGN / 1 . ,, -EXISTING PEDESTRIAN SIGNAL rr .4 3 PROPOSED RIGHT-OF-WAY t •-- Lti 44 / TO BE DEDICATED ,, '" , ., ..4*-14.2'-0.--1- C) 1101 II...., 9,0' -126,0'- ' ----9.0' N...._ / 1 , 0 e ans-1 . / 1 • I , 11 1 I - 18.5' i) 0 1 44 C) 1111111111111111111111 0 I PROPOSED SPECIALTY RETAIL . --- - PROPOSED SANITARY SEWER CLEAN OUT 18,5'_. ...____30.0'---w-i '18.8,-.7.ir. /////////// . .__,I, . 24.0'-- .*---183 -1 I - 13- FFE: 210.90 . ' i 4- 9.0 - PROPOSED SITE LIGHTING 31,0' *".1 R3.0'---.3\14.44 / C - / 8.0' 8.0' ) 1 I - PROPOSED BICYCLE PARKING 9.0'-- / ....„,\__ LLI ..,„...... ,, 5.00'SI DE WALK 4 45 9.0' R5'0' I , R3.0' 1-4"----- 25,8'_____.4 R4.0' , 0 1 1 , 1 „ 146.5' Cr PROPOSED RIGHT-OF-WAY --, d4) I - 1 ////// i TO BE DEDICATED SEE DIMENSION BLOWUP . ... 1 1 ,, 1 9 r° -"--0" 15.5 C) 7.5 -4 1 / COMMERCIAL USE 1 4 V . R3.0' '13 ON THIS SHEET , R8,01 I ,//,' (GEAIERAL COMMERCIAL 1>IN , 1 --- 21.8' k..- ,-N R3.01-\‘. / I '..:; ZONING) I i 1 v I , . I / / A 1 Dievit t..T-1=7-1 - ......._ _..,,, 30.0, 1 / 1,, 1 ,• , 4) ' • i ..„._ , 16,1' 4 19.8' / / isold C\I IA. ("444 4 / ....... N.- I t - -ais ///////////, 1 % 12.9' v I - ...........er ......uu ...L..uomau. u o u ...... i r,us,, 0 . ' i ............ < F.- 4< > '151 CL Et ,/ • „ ,. - EXISTING TRI-MET BUS STOP c// r i 13.3 GY .3,,,it irifir a ,n n n a a ,..s,. y7 y '" ''' ' n 9 - . ,, c, a . 3, '' M531talr.', .' ---i-i 0 '.'--'7-- ---''''''-ls' 33 n , n n n a mn (APPROXIMATELY 115 FROM PROPERTY LIN %Ilikk / ''''' ' A., 40 ....-- __.....- .............. ,,,________-. , ,. 30.0 . ... ...7----- .,..„,.. ...., us) a . , -1- , • El. z Lo Et ,x, ....... ,/, 52.00' EXISTING RIGHT-OF-WAY -7.5' -7.0' • 04S1 < ' ' ----- --------. PROP.ROW -7.0' _ TO BE VACATED , . . - 1"..... . -.... ......- , MON Illir NNW WNW 111111111111101 NAM MOM col) T...... Cr) .......... • • -ousiiiik.. 1 ,s7 mon 1.111101 EN= , . , ......-------- , I , On , ....3,--**----""' . - .--...- ..- 3. , - -- „„,,_„.....---**- ....- -...----....-, „. . , 06.20.2017 I , ---:---- ------. ----'---;---- ______.0000 .-___ - - . , ' n 0 It '" • PERMIT+ CONSTRUCTION SCALE,' IWO' I 1 minelibeauftwootaii, '7 -- ----- Prr . _ - 20 10 0 20 1 I . - - -------------- . -----------"* ., , ,„ _ , 1 I __ , , ,,,,.,--3,„v„.',,,,,3.,°., ,4 ,, '"',v.,",:"T.'";'t"';';1?"v*:tt'''",,:,:::`"-„';'t'•:.,1 Z",;*t",;‘„".;,-.;-,Z'''''-'';-'7:,ttl'='... t-".' . .: . •.'..".,..•.. ,... "',4%m*---": 4 It,. ,..,,,. ..„„., - ,.. , V ,___. ,,,,,.. .,,, ,, ., i -,.‘1,:,,,,..,,...,,,. , ..,,,,,t.,„„,.,, .. .t_P.,.if,,, . 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';'4 1 40 (.0 - : ,,„...:,....- :: ...,•"" ';:;::: ,,,,,,,,,,,,,, ., I -I I. v \- . 1, .7> I -000- (13 ... COMMERCIAL USE 1.0' 00 COMMERCIAL USE O 1 .• F.- .... (GENERAL COMMERCIAL ZONING) • 6.0' Ct I C) 111. (GENERAL COMMERCIAL ZONING) I I O , 6.0' CNI \, q I 4.4 I I co , III t , a) F DIMENSION Ili E 12.5' 10.8' 4.-.. 1 4c145 0 04 1 1 .. . PLAN I E ai 1 I L.: i MJZ >, I - ,, A v ___---1.0, - (D u) DIMENSION BLOWUP 1"=5' I CL - - CO co 16 c C21 46 0 V) . _ 7,1,'!::•,:', : \ , , ,_ viveAteits iiteril tior.r,i COPYRIGHT 2017 1 . This document is an instrument of service,and DowL as such,remains the property of the Architect , Permission for use of this document is limited aagndreceamnebnet wexitteh vne9dead aornclymbeycwturriettellnc , , \I CHARLES F TIGARD , „..,„,_ ELEMENTARY -\\ (PARKS AND RECREATION) . , \-------„x_L _ 720 SW Washington Street, #750 , *I'; ',. •,'",•3',.7:-"1,-!;•.:, S(206.72) / S(208.42) \S(208.19) S(207.31) S(205.88) Portland, Oregon 97205 , S(209,61) S(208.58) c‘)PROFes, <c$- „vz,,,$, , 971-280-8641 co (5.> ,.- , ....., - ----'' -I , , , , if ,,, -1K ?•, ••••*----. -----.*".=------- , - -K-4 - X 4' .. atra. oi4065433PE , , TC 20976 IC 20970 ', , . I , R/BC:209.26 / BC 20920 •,, S206,.29 S208.08 LEGEND: "Illig-tiCw czc, , - , , - , • • 1 , 209 , \ N 0 CON N. - BOUNDARY LINE , . .. / , I tr- , csA" , •1 i i , ft- SEE TIGARD PFI PLANS 1 . , , . TC:211.03 i N. BC:211,03 i TC:210.84 , TC:210,02 ', TC:208.58 ' - rl„P's, 1 1/1111( I R/BC:208.08 \ py v .41.. TC:208A8 - EXISTING CURB LINE //V S. R\.1 % 1 . , 1 ,,, BC:210.34 BC:209,51 , . \ \ , \ \ \ \ \ \ , - PROPOSED BUILDING FOR SCHOOL STREET ' , _ ._ ,,, , , „" \I w - 1* iv ... ,,, I - I - PROPOSED CONCRETE CURB EXPIRES:12/31/18 ,,' . _ , , TC:210.01 ,' 6/\'' 1 INFORMATION ';', si . ' . , TC:211.00 BC:209.51 fv• IC:208.66 EXISTING CONCRETE SURFACE BC210.50 ,,' „ /,,, ; • , i - - TC:210.11 TC:210.57 ,, BC:208.16 I V v ''_, ;' 4 / : 1 ' '••\TC211.12 5210.59 el , BC:209.61 BC:210.36 ;;' i TC:208.40 j I \ S206.88 - PROPOSED CONCRETE SURFACE TC:210.2o's, •v)e2 . ',//' t ' I i 1 ,‘ , TC:210.61 . BC:209.78 "•••,, 6' : BC:207.90 TC.208.24 (11 ' /71:7 1 1 S210.77 S210.66 S210,77 \\\TC:209.55 TC:209.38 1 TC:208.35 BC2:260.7.74 - PROPOSED SIGN vega \ BC:210,23 , 521,0 90,-\\* „ . ,, , s7 V N, TC 20943 u _ PROPOSED TRANSFORMER S210 35'7 ---- ,\ ,, Q- architecture Ilc / . ., . .,././ ,, -B.C„:208.93 t. _ _ \ . , , Oip 7,i' 1 - PROPOSED MONUMENT SIGN 1 TC:209.28 I ,. I /: r- I TC:21-6,17 1".'" BC:208,76 2,5% , -1 25107 genesee trail road O'REILLY'S A : /e-, 5210.90 '' 5210.48 / MI pv - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY' golden, co 80401 0 n 5210.90 '‘, - BC:209.92 TC:210,17 \ TC:209.12 i , ,„ TC:240,65 p BC:209.67 R/BC:208.62 1 \ 0 la" - PROPOSED FIRE DEPARTMENT CONNECTION S(206,94) AV, STORE A 0 1 / , ,ot.h.\\ BC:210.40 ' 303.872.0487 , ' TC:2\09.04 vegaarchitecture.corn 5210.85 ..\\ X ; PARCEL-t„ BC:208,53 • - PROPOSED SLOPE ARROW 5% TC:207.79 '4,;/• I 1 r , ......:______,..... ,, ;; S(206.9629 M - PROPOSED CATCH BASIN TC:209.39 `v,,, s, , , - PROPOSED STORM CLEANOUT BC:208.89 `s• , , , , ,. 1 ‘ 0 - PROPOSED STORM MANHOLE ,, con - Aszare woo wassem um= mass imam mom ai BC:208.61,, ',. ..' ll, ' ';,,,<,1 i • LIM ' ' , `‘, ''„ , ,, „ icia - - EXISTING MAJOR CONTOUR s I , , , ,, 2.0% I S(207.01) , , p -,,. I , ow I 101----------- - EXISTING MINOR CONTOUR t ,, 5207.74 •. • '1 I .1 TBcC.,2:20098.5.671 '',,s,,, TC:208.99 -",t,, 100 - PROPOSED MAJOR CONTOUR - i \ //////////// Ill S210.65 PROPOSED SPE'CIALTY RETAIL I Cr BC:208A9I iai - PROPOSED MINOR CONTOUR / ; II v „------ -------------FEE_210.90 ,,, 71 TC:209.62 -• ' / / ' vI BC:209.07 ' 1 / , BC:209.12 ''/ •',, I - /Y./A/V/7/7/ ; . ,'"' v , • Lial S(207.94) x x x - - PROPOSED SEDIMENT FENCE amismol - PROPOSED STRAW WATTLES 1 11.1 1 BTcC::220099:0500 •••,s ganassom \ I v • ..,- 1 COMMERCIAL USE I - / - PROPOSED INLET PROTECTION / at 14411t ,,,,,„.„., I TC:208,39 (COMMERCIAL ZONING) , , v ,„ ,.........„ ---i----- __,B.c....z07:89 --,„ BC:207.11 , / BIcC::220088:0555\___ . ` ,,, _, , I • ,/ r" -, --, TC:207,51 •z;;;' '/ S(208.37) 1 N / P ; ‘: a i - ••R/BC.207.,01 II / /** / UJ TC:208.87 - IC208.07 5-21-0-„-65 \,,,,, i I , 6 BC:208.37 ‘, th / -RI 14 // Ct - j 4i '''''-* • \ 1 //Y./S(208.00) >"" ‘........A.,......0„.. / , - ___ • ......, Iv --,- ...: - _--rtII„.,".7.iz.............,---- -T:1-iA"m_,-,,,,279:„ 4"...2;..."...4741P-- km' .., ,•,_ „ ____..:,. , --- 1 '' , ($ 210-" -- -'I-------- -- __.. 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Ilalliall MOM CS) > ill . - ,....._, u) a •,, v . _ TC 21042 S209.64 Lo rt BC 20992 EL gat V/ C\I < ..---....-; a...----ul- ;;;:":----"5"------2---w-- , , . ._,__________--- . -„, cr) „ , „ , , n , ---' ------- - - • -' _ --- 5210.90 v '-,, IC 21071 S209.93 CI) N41/4-mja SWPA- - BC:210.21 __,-- ‘ _,,,----- --tIFIC HIGHWAY \ 1,. ,--- . „-- ---- ...- ..----- -,, . .----- , D. 1. v P. ,' 06.20.2017 --- -----j , ..... , - ,t v 1 . __-------- , 1 J".0;,-;!.,,c:.....- --.,1,‘=,=, :- 7. ''.,,•7:'!4;*-`,/4-.•-.,,' -:;-..:...;..,- ,,,•-,1,;;;;%--k-',.:.-,-,;%-:-..,•;.::-,,,-.: „,,,-.:..,:,i,,,,,:„..,,,:•:4 z,z;:,,,,,..,,%; .*:,:.:.., „-- , . .„-,.:;i..t.',...,"":::,'-v::,f..,?'V„,"'''','.`r.•„4.24'st 14,";,',,,,A.;.,,,,7,,:, ,,,,•..°.,',-,:4,,t:,..,-1:4, ,,,,..,,,,,,‘7,,.--2,,to`..*,,,,:4,, S210.85 S210.69 0 TC210.21 4,11 .---- BC:210.21 S209.94 PERMIT+CONSTRUCTION 1 % ..-- . - ,,,,,,,-„,:',;,.;.1.,y,',-;•:,--i:.....-J,.Y;-!--).1 -:;-„V:-.n.':ff-;C :;f:',i-,i-',„.1..4,::: -.•,":"•.-,':',"';I,N.;,:-:-.;,..t., -,.:,1,:c, ,- , '•,,-, ..-::.,-;.,,,,;--•-•%-:''..:, , ,,.:;;.,..i-A-;',•-,,.:-,;-, I-'-'',-,t -4,;•••••;,,,,,,.:--i....,,,,,•,,,,,,,,%,..,,,,,•,,,,,,..„.„;„,_, .4-_,,,,,,- -,,,,,,„,,,_-_,,,,,,,,,:. -41.I-,'Ztj-4' • - ,, , .--- - ,-- ,i, .-- ,- c› EROSION CONTROL NOTE: . ..., .. .,.,-,,,,,•4; .:-:'2-,-''",-',•'4,-;".-',..'t.,?. ...;!..r,,,., , .._,I',',''„,:j. :* r_:,;';'•;),...:•1:‘,;.1 ,';.ii„:.,•'. ',4,...: '•, ' 'i'',/••,; --, • ,'- - - - '''''' ___1*X161'.';e;' SEE 1200-C PLAN FOR COMPLETE DETAILS ON .--- .--- .-.,;,..;...i-f,,;,,,4,,,,,,,,,,,,,F;;,:'°`,4-4r;1,..7,,,,:,:';-7,,f,;',:i,,,,,‘,:i:„;?*;.:;.77;;I,:,,,:f ry`i,,,:•••:.::::.,-...,:;i' ,...7,_':„.. . ..•-.. --- -- , .' '",.‘,. * -.-„,,, i EXISTING AND PROPOSED EROSION CONTROL _------ ,...,:‘,..,,,,,,.:-,--.. ..,••;;I•Ii:-.?-„,',r-:'?,!.:::-?';'Ii,;';',1-I.:,:5!I.-Ip.kI,5gn`0,- - ---'4" -' s'i",1.41 ..,--------I -‘,-',.;•.,,- / s7 . 1411,,,,,,,,.: ‘,..,V=,:,,;;;,::,..,:,,,:f.;:::';;;;*;:":, ...,;X,,..:i,r.,?-i' '';:,,,,',-,,:•,!!:;,',2_1„,;:r_, . . -„;..4.-„.c.• --:;;;-';'•II..-IIS''';`,:.:4'.- -L"-;;;-'7,t:iii,•-"LY.-',..:•;,:IV:,!::'•I•I;"•4-_;.;:-;I--I- ------ n'"'"?:.7 ;''..7. t> :`::',,471-'•,,C1'...,',:-;,•,_:?..,.2';,',1 1.,.-7t:„/ 4.,,,, ..- • ..„.... .7)-,..r.,:..1 5•:-.*:' CA 011. ---------- COMMERCIAL USE v 0 7:3 (COMMERCIAL ZONING) t C) COMMERCL4L USE - 0 -- (COMMERCIAL ZONING) „ m v v gt) 04 )a 0b1CLFC<2o<c-De-CU-1 11 1I\ t"'t'1rirt-i-rri)t i .i1 1I 52,1..0, .,.8,,5. .7` S21.t>0V.6> t>. 2:T10C.2::.21101Z. 21 I NBC210.21,_. )t‘_-.''' H'\\ - ---- S209.97 S210.90 S210.76 TC2071 _ S21076 TC:22 1.01.,090„.1A4_9,,, 8 . BC:209.98 to ,7 S209.63 ..7 , \ \- D . TC:210.60 sa- „,„,„,.. laillata IIIIMINIII MOM SISISIMISSI itallin 1111111111101 1111111010 S210,31 GRADING (i) vt› S210.90 ' S210.68-- - ----- _ -c PLAN 40 I S210.65 5210.75 iki ,,,N t,,,-9, -- ----------------------__,..,s.. ---------------- FL \ 1 S209.57 1,- _ i N\-, O t S209.50 TC:210.76 MJ,Z ›, 11W VG:210.76 "--2°9--- S208.70 .c) E rFG:210.58 V TC:210.68 IC:210,85 . , ,. "Z v._ • c• FG:209.94 \„ FG:209.001' S208.76 _.---#11..v..v...... i..:. ........09•0101111 Milo t A, . ..,,, I CI. O. .a) , - CO V V FG:208.95 ,---I, - =6:44= intone Vex= 1111=1111 Iiiimpiii Imo= minowe mem mow mow masa awn ei.gromm -' mg ...... GRADING BLOWUP 03 6 a '4a5 C310 a.) ...c: Go V3 -A 1, 1 O - i ycn CHARLES F. T/GAR, ma This document is aYR IGH T 2017 ELEMENTARY n c, - .: instrument of service,and i,,1..: (PARKS AND T as such,remaiFes the property of the 4rchitect. I I - .:(;:,:l.. RECREATION) /�N/ Permission fareof this dacumenE is limited� D 0 XV L acan bxtended only by written ° �� ii �! �.� ' �ri�N►�i�►►w�7�S�J1f.T� agreement with vega architecture lie 720 SW Washington Street, #750 I �° Portland, Oregon 97205 8 SQCB-01 " 971-280-8641 \S.\ti��PROF . �k � qi NGIN�F/9 p2 •v.,, -77 LEGEND 65433PE z/////////// j i � v - Ell - EXISTING BOUNDARY LINE SDCB-02 o __ • j } >" ; : b. ' 1,I �- - - - - - EXISTING EASEMENTvo, GONa� LINE �� ‘y og 20 \, 49.SLF I =s ' - EXISTING CURB LINE �'/ / I >', @ 1 00°Jo SDCO-1 @ 1,00% ° vV - PRO 4/S, TSS @ 0.74/° , ♦ , ` ` , , , ,� POSED BUILDING FACE vega - PROPOSED EXPIRES: 12/31/18 I i 6.OLF f� • I • I @ 4.00°J° • .►. 89.6LFSDC0-2, r • nil CURB LINE ..,, @ .,.00, CO 2, O 44.8LF I °° - PROPOSED STRIPING / I • ---7.--7,--..._. # ----•- --- - - _ SS ss @ 1,00/° o ° ss - EXISTING CONCRETE / I a , IIII r s: / I I aol�r 9 ' ° o• �' v p • • a -__ SURFACE J/ ° �.' 'list,. - -- .,-.-w - tea v b • G: ) "' _ 11 • \I 35-SLF - PROPOSED CONCRETE SURFACE / I0 O'RE7LLY'SA�ITO % _ I • ''_, 6.9LF 6.3LF --... .._. " - � • @0.61% ' \ , ` @ 21.20% co - PART STORE % - � @ 27.97% }.. I ' ' c�+ PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT (GENERAL / I _- : IE:207.40 � •� '� •. SDCB-04 _ O 3fl.OLF � architecture / IE:207.40 g - @ 0.70°/b - PROPOSED DOMESTIC / o : 117] P 211 ''� WATER METER I I C COMMERCIAL / - � �� I '° IE:207.40 1g 4LF - i2.7LF I o o p 251 Q7 genesee trail road , `�' @ 1.00°Jo - PROPOSED 1500 GAL GR ZONING) j �, I.., :a 4- ' @ 1.00% 2EASE INTERCEPTOR golden, co $0401 i / .1 0• ° ' SDAD-01 14:._ ( I .e _ I '�- - PROPOSED SANITARY CLEANOUT 303.872.0487 �' `.1 o PARCEL 7 s� . ° SDC0-3 SDCI9-03 - PROPOSED FIRE HYDRANT Vegaarchi#ecture I 0 I Yp ¢" 12.9LF oe I 0 61.4LF Arc, PROPOSED REMOTE FIRE DEPARTMENT CONNECTION 1 .; m F IE:207,40 's � , '°.• @D`1''20% @ 0.50% � - PROPOSED STORM CATCH BASIN ASIN / PROPOSED SPECIALTY RETAIL co-5 I / ° I " d - PROPOSED STORM CLEAN OUT LLI © 96.5LF j o ,_ PUBLIC i FFE: 210.90 }t7-7 ' - @ 1.00% 5 SDMH-02 - P/////f/� - ROPOSED BACKWATER CHECK VALVE 4 zzZ •; STORMWATER - � --- - - I - (� '' o 'IFACILITY p"��I I - ' I O I_ I I Q, 13.9LF /�/@1/7;F: /// 0 - PROPOSED STORM MANHOLE CC ~ I rn .1 .1%,;•/-1 y� ( SDMHWQ#10 lir 150% 0-u - PROPOS a 17.5LF ED SITE LIGHTING I • El - PROPOSED TRANSFORMER N E I °, (" -- cn ,r0/ @ 0.50% /-4)1,11 � � I ' ' °.. if .� 12.OLF 28.iLF / e @ 0.04% @ 9.00% • o'' / - PROPOSED STORM t.- / / LINE nl � � 47.OLF � � � I'' / ss - ~ @ 1.00% 4`..- -,--- ^I i- J I - j j / COMMERCIAL USE PROPOSED SANITARY SEWER LINE J ° ° - PROPOSED WATER LINE I =, -� � @�ooa% � '��_ ,,n�, . �.�, •� ----- � (COMMERCIAL • G _ f r-\\\ \t D I / - PROPOSED NATURAL GAS SERIE:2fl7.40 \O �.,I � ZONING) -� E PROPOSED EL VICE �' 4 SDCO-4 4 i L.... ! cn / • - ELECTRIC SERVICE I<I � I 2.1LF 4 ,� -� r Cr 11 � @ 39.51% 18 J I I ' - - PROPOSED TELEPHONE SERVICE '! I► I I / SEE CITY OF TIGARDf:.iii: ..�... FO -' - PROPOSED RELOCATED FIBER OPT ( � I I I ' 1 O @050% PFI AND ODOT PLANS I " _,L.,•:,:•,:.--..1-1.47. ,. _ I ` __ ----ST sr-.,__ - IC SERVICE " �• -•' � � EXISTING STORM DRAIN LLI I / ss�� _ EXISTING SANITARY SEWER LINE FOR MORE r1i „�l .-.•.'::: '.:'. • Kt+�+ r r -_'= ,6 5.3LF I SDCB-fly W w • E T - •' _ 0.00°/ V' EXISTING WAS @ ° �� /////,,, ER LINE INF ......- ...... .�..u., .� .. .._ ... .. -- t• - - _ _ C 0 - ORIVIATION ON _______.___.7._,_ o w..r rrr r--t, •- r ram - ----•. �"~- " EXISTING GAS LINE 4' p :.. ° - •9. '• .}5 470(1 rL�F •TY; n ;--T .3f, • • `•a .'y - • V V r Vs ,v v _ P ! 9 /.00% ° o' • °' P STREET STORM sr-� sr °�i E, Y •p • V• ..• • p R V A • ' a p • ° 7 SQMH-01. " ° s - EXISTING POWER LINE -W W--�-�- t�W.L'�a' p e: w .v �W o- qq ' . Q• W;,Fu. _�''.- asp=_ �, -- w '',.0,---___W-______W yl �y 1y ° 4 � ° ` .,•:s•:. .,. .. ..... � 1 - I MPROVEMENTSs ../111.11..V "� e �" -° ° x r `' ',� c.,A� : ,. . PROPOSED MONUMENT SIGN ., N / _ 4. ti �Y_ 4•4. ""r t `sr/ tV1 y SCA • U 0 Cv. 0 sr 20 9d p .,,,,,E,, ALL PRIVATE STORM CONNECTIONS NOT .1 c\I Li-r� 20......./N MADE ATA STRUCTURE TO BE'WYE' V �` _____ SEE ODOT PLANS FOR CONNECTIONS [) c, sr ., CONTINUATION ~ 4000 ,,, �sr _ CC ci. CC ,:' _ _ _ _ STORM UTILITY CONSTRUCTION NOTES - c '^ '" �' 1 INSTALL 10"PVC D3034 SDR 35 STORM PIPE. SEE PLAN F ^- �---� ?wA C/FIC HIGHWAY FOR LENGTH AND SLOP O u J ., R . ,7 ,., 2 INSTALL 6"PVC D3034 SDR 35 STORM PIPE, SEE PLAN FOR - ci/ TOR sN N . � 3 ST LENGTH AND SLOPE. 0... (y 'C[ rx UB STORM LINE 5.0' FROM BUILDING FACE FOR ROOF � sr SEE PLAN FOR L DRAINV LENGTH AND SLOPE. CONNECTION. Cr) -ST �+.' fi� ■ ST r STNV ,:.:�. ANISOLATOR SC-310 SYSTEM. r �� .$":� �., {:. �� :1.�•►.,. j ;.; - ,�:,,:. , ,, ,.' . • INSTALL 40CHAMBERSTORMTECH ._ SHALL BE ROW. DETENTION ONE ROW .e. �, S Y Q L SH ,. E C 6 • • .-- -►. ''''''''• r z: XC 4 .,. -.;-. ,,.:• . � . .h ::A ••: . <e •P•.'T. i•` �' •,•,.,.,;•�•!••,• "f.f n...-,.. RAC' _ . . �. OR . . .. .. . . . . �,.. ..., .:..,. _.,..w. ....... ..,.,.•f ;� ;fir. ��; xw. 4. a. •� .. .,. �! w. ::•- TOP .. r .. r FI•� .4'. Y-r 1 STABILIZATION. a • A. , _r�� M ..�.:.. . . U •.tet. r s, •tftl t ..� BO• TTOM •r .r.: :� -r< � .�, •i.'tip-, CHAMBER: .,,:��,r,��. ,: C � ��" yv` a, 201.49' OMMERCIAL USE �. :r:r,: BOTTOM EN 06. 01 za.z 7 COMMERCIAL USE OF DETENTION ROCK SECTION;2pfl gg �` z.-,, -� --•----• BOTTOM OF OVER EXCAVATE PERMIT+ CONSTRUCT (CG�1M�RC/AL ZON/NGS R1 / (COIyIMERC/AL zO�y//i/G D ROCK SECTION:2ofl.49' ION . y ,4Cy r,- .- ~ '': /� 5 INSTALL 4 CARTRIDGE LOW DROP CONTECH ST - }-"� PRIVATE ON- SEE D OR SITE STORM STRUCTURE ,DATA ATA TABLE THIS SHEET FOR IE'S. SEE DETAIL 4ON SHEET FILTER 'C6 3NHOLE. CATCH$,qS jN DATA MA INSTALL STANDARD STORM NHOLE DATA CLEAN TABLE ON T DRAIN CLEANOUT. REFER TO OUT�},�{]-,t� HIS SHEET FOR RIM AND INVERT EL STORM DATA SDAD-01 SDMH-01 . DETAIL ON SHEET C6.3. EVATION INFORMATION. SEE W -- RIM:206.68 RIM;209,91 5DC0-1 �7 INSTALL 48"STORM DRAIN MANHOLE WITH FLOW I-- CO IE OUT(6"SW)=246 24 RIM=210.59' REFER TO STORM DATA TABLE ON THISCONTROL ORIFICE RISER. av IE IN(12"NE)=201,49 ( �}_ ELEVATION INFORMATION. SHEET FOR RIM AND INVERT IEINS"E _ m IE 8 -206.54 co ( }-200.99N. SEE SHEET C6.3 FOR aETIALS. a cS SDCB-02 IE IN(12"NW)=201:49 SDCB-2 co RIM:208.07 INSTALL STANDARD LYNCH STYLE TRAPPED CATCH BASIN. REFER TO STORM EIX OUT(12'S)=200.99 RIM=209.55' DATA TABLE ON THIS SHEET FOR ANDRIM F- IE OUT(6"SE}=205 g7 IE(8"}=205.64' SEE SHEET C6.3 INVERT ELEVATION INFORMATION. SDCB-03 SDMH 02g INSTALL 8" PVC C900 STORM PIPE. SEE RIM:207,29 RIM:207:98 5DC=3 PLAN FOR LENGTH AND SLOPE. IE IN(10"NW)=204.66 RIM=208,16' cy IE OUT(8"SW)=205.15 IE IN($'NE)=204.65 IE(10")=204:97' 10 INSTALL FOOTING DRAIN. SEE SHEET C6.4 FOR SDCB-04 IE OUT(10"SE)=204,46DETAILS. SUMP=201.52 11 CONNECT FOOTING DRAIN TO STORM LINE SDMH-WQ#1 SDC=-4 AND INSTALL BgCgTER CHECK IE OUT(6 NE)=205,34 RIM=214.44' VALVE. SEE SHEET C6.3 FOR DETAILS. RIM:207.66 ( ")--= " IN 10' " IE 6206.12' 12 DATA INSTALL 12 NYLOPLAST DRAIN BASIN WITH LIGHT m SDCB 05 IE OUT 10'S -204 39 A TABLE ON THIS SHEET FOR MORE INFO DUTY DOME GRATE, SEE RIM:207.03 ( SW}=202.59 INFORMATION. IE IE OUT(8"NW?=204,86 13 SEETDETAiOL FLAT TOP SUMPED MANHOLE WITH SNOUT PER SHEET C6.3 AND DATA TABLE ON THIS SHEET AND ETAL SHEET XXX STORM I V co FOR MORE INFORMATION. 14 INSTALL OPE L 8" PVC D3034 SDR 35 STORM PIPE. SEE PLAN FOR LENGTH �' DRAINAGE AND 15 INSTALL 6" HOPE N-12 STORM PIPE. � PLAN SEE PLAN FOR LENGTH AND SLOPE. 16 INSTALL 12"HOPE N-12 STORM PIPE. SEE PLAN FOR LENGTH AND SLOPE. MJZ 17 INSTALL 6"PVC C900 STORM PIPE, SEE PLAN FOR LENGTHCD AND SLOPE. a. OD 18 INSTALL 6" PLUMBING CODE APPROVED SCHEDULE 40 STORMa_ FOR LENGTH AND SLOPE. PIPE. SEE PLAN ci V'7.O725 a) LEGEND COPYRIGHT 2017 , IP 111\7'\ 4.... This document is an instrument of service,and e - __ - - EXISTING BOUNDARY LINE DOW !. as such,remains the property of the Architect. 1 Permission for use of this document is limited - EXISTING EASEMENT LINE and can be extended only by written 1v 7 b agreement with vega architecture!lc - EXISTING CURB LINE "'I ! Q NI SA ti \ \ \ \ \ \ \ \ \ \ . - PROPOSED BUILDING FACE • I ]e - PROPOSED CURB LINE 720 SW Washington Street, #750 1 - PROPOSED STRIPING Portland, Oregon 97205 - c PROres s A:.:: 971-280-8641 �S �� E� /0�9 ////////// I \: , I� • v65433FE�- op , .a .•' ' - EXISTING CONCRETE SURFACE e r / - . 80.00LFell SSCO#1 85.38LF SSCO#2 © l in,P mirrrrrrrrr� . T i� ..r•. ri 1� r_ mil. @ 1.00% @ 1.00% i o "o c p - I / �.. • ' PROPOSED CONCRETE SURFACE GON / I + m I • 2,00 - PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT vG�y o9 2°0� v p S' a 1 S5 S5 I0 I % ' / . .• • 9 • p y v t _ _ _ _ FG/N s. 4 `ti / 7__„,..1 v.T - - - - - - { - PROPOSED DOMESTIC WATER METER EXPIRES:12/31/i8 I b , >. a • I o .• . • o 0 0: Io .• • : � .�. .. . 1 C_ (� 0 - PROPOSED SANITARY CLEANOUT / ' I • . I m • /� .. qi_ . ______ - - PROPOSED FIRE HYDRANT I I I _ 9� I L� +o, I I ss 'Pit •s•�.o p 7 •1 IE: 204.35 4 I \co AC - PROPOSED REMOTE FIRE DEPARTMENT CONNECTION / ._.. , rh 1 „...L.,: - PROPOSED STORM CATCH BASINvega / I lk"• '_„A M UTILITY B OWUP ON THIS SHEET r �' a - PROPOSED STORM CLEAN OUT O'REILLY'SAUTO / SEE UTILT L �• ., o - o• •: O o - PROPOSED STORM MANHOLE PART STORE = • a= m oI. . .v 0-171 - architecture tic (GENERAL / I e = I PROPOSED SITE LIGHTING i I PARCEL I co I - PROPOSED TRANSFORMER 25107 genesee trail road COMMERCIALI p ZONING) / !.. 7' d - d .4. - PROPOSED STORM LINE golden, co 80401 epo / _ - v @5 85.49L ' SS - PROPOSED SANITARY SEWER LINE i • . I. 1.00'4. / 1 . . m ' SD - EXISTING STORM DRAIN LINE 303.872.04$7 i `` I PROPOSED SPECIALTY RETAIL v/////////, w - PROPOSED STORM DRAIN LINE vegaarchitecture.com rTww ! �� rrr. r_ Fi ri r_ + ` " c. ry .iSCO# / d FEE: 2 0.90 /• ' © / G - PROPOSED NATURAL GAS SERVICE // v l , , ) E - PROPOSED ELECTRIC SERVICE /////////// _ k .. // 11 68.9iL� 4E0 / T - PROPOSED TELEPHONE SERVICE 1 0 \\ @ 1.00 / 1 Q • D dy / ST ST - EXISTING STORM DRAIN N .. . , COMMERCIAL m Ip . •• 0 j ss ss - EXISTING SANITARY SEWER LINE II - - r USE w N - EXISTING WATER LINE I e " I .d p '. 0 0 U I I I (COMMERCIAL I m I I. Yj \\\ \\\\\\ \\\-I' - - O j ZONING) c a - EXISTING GAS LINECC U V -F P - EXISTING POWER LINE y I I !: / EXISTING 6"WATER MAIN .. - . • • (I I 1 Q / W I rI P' ,): I V I _. , ' ' / I I I I 1,„/„„,, SANITARY SEWER STRUCTURE DATA CLEANOUT DATA MANHOLE DATA .__ .. .-.--7 Ir.7. ..: . .„,f_ -___. _s_J .. A, ,... e: p p . p SSCO#1 STA 1+57.08 EXMH#2 STA 1+99.50(SS LINE A)• I 1 % "'m, E E TT, +v - +, . . D .v ••_ v� v a ? T - + • • • • RIM=209.89' RIM:206.38 �' Q ++ ' - '•' • • IE(6"}=203,55' IE IN(6"NW} 199,92 Sae MI �� * d . vw., v e • v + b - • v 1V ....,. s•. 1+�•6r,.i1..4. 1....e4 / 1O - - - . . v+ . . v v _'1 v ia"-^� P .\ r, ;'"�t .�'4: +w ; / . + D a 0 4 w w r w _�' _..-- ,, _ , � • : COPYRIGHT 2017 POWL This document is an instrument of service,and Las such,remains the property of the Architect. Permission for use of this document is limited 1 Q„ and can be extended only by written SEE PLAN FOR TACTILE WARNINGk 1/8.] yt r agreement with vega architecture Ilc SEE DETAIL THIS SHEET 3/8" 1'----*�- ALUMINUM SIGN - W in ii if' °e1 sVI rsi i ADA SLOPES 3I8 PLATE WHITE /f BACKGROUND, 1" �� WHITE- ILLUMINATING 720 SW Washington #750 "--- / TAPE (SYMBOL BLOCK) Street, I L, HIGH BLUE Q�, Portland, Oregon 97205 �p p�pF LETTERS AND . �S / BORDER, BAKEDL7, 971-280-$641 c�' .' �al(V `�/G' BLUE - ILLUMINATING cq co- 7 PARKING WITH 1 5` ENAMEL. TAPE (BACKGROUND) 65433PE L., y' DISABLED PERMIT ONLY VIOLATORS SU&IEOT TO ('��V `' TOWING UNDER WHITE- ILLUMINATING r 4 VO f OR$81 INC AND R /'+(�- f 0® 0 "` 0 ^' 0 iJ 0 �.000 * UP T45479 UNDER 17ON 36"/7:fl .,.��/Q ��J ��„/ ��,f ��,j * ORS 811 615 TAPE (BORDER) 0 ��Y 2� � V , 09, ., --- • 4 0 4 0 D , PLACE'VAN ACCESSIBLE ( 1'_6" PARKING WITH DMV 1'/� c�S,\--- „� 0 d SIGN 1 BELOW STANDARD . VII - : Q p ' • sSIGN WHERE SHOWN ONVAN rl" DISABLED PERMIT ONLY ACCESSIBLE THE PLANS. VIOLATORS SUBJECT TO EXPIRES:12/31/18 WHITE- ILLUMINATING TOWING UNDER TAPE (LETTERS) FLARE SLOPES 10% 7 I ORS 811.620 AND FINE UP TO $470 UNDER vega \_5.0' NORM DETECTABLE WARNING ORS 811.615 4.0' MIN. 6„ SEE DETAIL THIS SHEET 2"GALVANIZED STEEL POST ACCESSIBLE SIDEWALK RAMP TYPE A ROUND OR SQUARE, SET . �i� 1-1/2" RADIUS IN CONCRETE 6'8" MOUNT HEIGHT MIN. / BLUE-ILLUMINATING architecture I I c 6"0 STEEL PIPE-FILL W/NON-SH K /! N\ TAPE (BACKGROUND) NOTES: GROUT, ROUND 25107 genesee trail road TOP-PAINT EPS-7, C-9 (RED) VAN WHITE - ILLUMINATING golden, Co 80401 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. 6" , + iiTAPE(BORDER) 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. DOME TOP OF CONC. FTG. ,11 ACCESS I L 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 2' IN DEPTH AND SPANS THE FULL WIDTH OF THE RAMP. 1" MAX. 1 11 303.$72.04$7 4, RAMP TO BE CENTERED IN CROSSWALK. 2 41 1.. 2'-6" WHITE- ILLUMINATING ve aarchitecture.COm SEALANT& BACKER ROD TAPE (LETTERS) g 5. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. OVER 1"JOINT FILLER ft �a1 ¢ .ii ! t ACCESSIBLE SIDEWALK RAMP DETAIL ,.,. '`; -a . ;1 4 ' 1. A.D.A, SIGN TO BE OR20-66 SCALE =I1= II i,-' ::':� =1 I1-1I1=11 3'-6"CONCRETE BASE 2. VAN-ACCESSIBLE SIGN TO BE R7-88 3,000 PSI MIN. (28 DAY) ---711------17-- 1 .,i i CONCRETE BASE 11= I • ,1 6" IE,---111. 1111' I i t- 11,1, 111 ITYPICAL A.D.A. PARKING SIGNAGE DETAIL Cr ...._11I I Illil I I 18"-40.4- TYPICAL TYPICAL A.D.A. PARKING SIGN DETAIL III NOT TO SCALE „,. =mai .. VARIES il< CURB JOINT 2"OF 3l4'"-0 (SEE NOTE 4) ROCK 3 TYPICAL A.D.A. PARKING SIGN. SEE DETAIL ON THIS -44---2% SLOPE / SHEET. PAVEMENT{ Y - .' ‘ie 1.1 SEE NOTE 5 A /I I l COMPACTED SUBGRADE 2.0'' Cr 3 NOTES: ' , 1 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Fillimn>" PER OF 4000 P.S.I.AT 2 DAYS, SLUMP RANGE OF 1-1/2"TO 3". PLAN 3 4°, WIDE WHITE STRIPES C� 2. PANELS TO BE5FEET LONG. 2' O,C, AT 36 DEGREES0 Oki 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY I. ,,,,,,,,,;,,„,„„,,, .� APPROACHES, UTILITY VAULTS,WHEELCHAIR RAMPS, AND AT .1 c\I u.,. CN SPACING NOT TO EXCEED 45 FEET. NOTES: so- 2'-0" ------ C (STROKE WIDTH) 1. PLACE ARROWS IN t .. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE CENTER OF TRAFFIC -•- 2"-2" SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL LANES. SEE SITE 12" TYPICAL A.D.A. PARKING �-- 9' =MERNME Cr BE TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. SYMBOL, SEE DETAIL ON -I PLAN. THIS SHEET. 5. SIDEWALK SHALL HAVE A MIN.THICKNESS OF 6 INCHES IF IT 9" n (ID > > '- IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE 2, PAINT ARROWS AND I) PER PLAN A SIDEWALK SHALL HAVE A MIN.THICKNESS OF 4 INCHES. STOP SIGN WITH �I � � � {6' MIN STANDARD, WHITE BEADED t 9" ', ' ', '. 8' MIN FOR WHEELCHAIR LLI d co a i . 6, DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF REFLECTIVE PAINT. OR VAN ACCESSIBLE) T-- SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 %SLOPE. �. '�"' CONTRAC E PLACED OVER PIPE. 3. PAINT TWO (2) COATS T 12 7. FINISH WITH BROOM AND EDGE ALL JOINTS. MINIMUM. NOTE. CONSTRUCT/INSTALL FACILITIES IN ,. ACCORDANCE WITH ANSI 117,1-03 SECTION 502 CO gr. .11.411c. STANDARD SIDEWALK DETAIL TYPICAL DIRECTIONAL TRAFFIC ARROW DETAIL TYPICAL ADA. PARKING STALL Mat, ,u r..i, um.4 444 4.44.44ouu 4,44 4u,4 A.0 44.4 o. r0i.,.4I, .. .usur . /. ..,�,,.,,u ,u i.J1 k I kit I /.OM 1N NOT TO SCALE NOT TO SCALE ALE NOTES B - 1 06.20.2017 PAVEMENT MARKING STENCIL:WHITE, RETRO-REFLECTIVE PERMIT+ CONSTRUCTION 2. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. ROUND CONCRETE TOP TO 6" DIA SCH. 40 STEEL PIPE, SHED WATER FILLED WITH CONCRETE. DIMENSIONS (INCHES) 1 PRIME AND FINISH WITH YELLOW PAINT LEGEND .I A a A BCDEF Gas -ra ,4y MINIMUM 28 24 3 `'',,, -'N'N.,' z Q ROUND TOP OF FOOTING 0, ?" - CA U STATE HIGHWAY 41 36 4 TO SHED WATER 4.0' <I FINISH SURFACE r� rt D.A, PARKING SYMBOL YPQCALA. -. .. .. I U - AGGREGATE BASE ----\ SCALE 01 0,00' 7.0' < a- 6.0 NOTES- ,.++,.�r� - . ..- " r . H 1, CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. I.L.. "v,.> 4, ... O 2. EXPANSION JOINTS. 4000PSI CONCRETE _ °` � �,w � r '��' A. TO BE PROVIDED: e: WHEEL STOP tCD V 1) AT EACH POINT OF TANGENCY OF THE CURB. 4- 0.25' s. 2) AT EACH COLD JOINT. : .. „ CD 2 , > 3) AT EACH SIDE OF INLET STRUCTURES. .� DETAILS N 4) AT EACH END OF DRIVEWAYS. 0.25' CURB-'""� I G W CO 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. �" .4 `' .c co 2 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON . • ,. e t E EXTRUDING,WITH A THICKNESS OF 1/2 INCH. '' PLACEMENT5.5" I t 3" ("TN)II� 3. CONTRACTION JOINTS. NOTES: N A. SPACING TO BE NOT MORE THAN 15 FEET. ,,,,, E B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 1.5' DIAMETER 1. WHEEL STOP SHALL BE MADE OF 3500PSI MINIMUM CONCRETE. It s5 CONCRETE FOOTING 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. 8.25" Lai 4. BASE ROCK TO BE 3/4"-0" COMPACTED TO 95%OF AASHTO T-99 3, PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. Q. AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 2" IN SECTION A-A Its v DEPTH MIN., WHICHEVER IS GREATER. STANDARD PROTECTIVE BOLLARD DETAIL CONCRETE WHEEL STOP co NOT TO SCALE NOT TO SCALE C6.0 COPYRIGHT 2017 This document is an instrument of service,and as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written / agreement with vega architecture IIc S.- —1r ® 720 SW Washington Street, #750 Portland, Oregon 97205p PRQ� '�`<-Q FSS, \ 971-280-8641 �, �3 NF A �� ,% 1 i ' GON DOUBLE ASPHALTIC 1-4(.k U<' 09,`1'Q�ti�1`" CONCRETE DEPTH /N S. R\ ASPHALTIC CONCRETE 6'---._1 EXPIRES:12/31/18 7'-0"TO BOTTOM OF SIGN -�--3' 3'-- EXISTING CONCRETE SURFACE RADIUS TOOLED JOINT (VERIFY WI LOCAL AUTHORITIES) a ,, /- 1/2" 4 6" ....._4" e,J' 1 1" R �y``c4fi*litl r tiC`r `pill+ `Z`• ® sA` `'t`�l'a 1 M Iµ �a i, µ ► # rI� d a a. .�, a " (411 \`vf,\�,,. , -„ .�� '► -f'�' � .. ®*10,. . `-x.. VARIES 0-24" ° : d 2 STEEL, ROUND OR f*/i .�..i.i-i a..i. Q AGGREGATE BASE ROCK •\f �r#. � . V AGGREGATE BASE ROCK e SQUARE SET IN \'�4. / .#! �" "Al 4-"'/ �.2< //��f,'/, ...rs,. �. CONCRETE > r /`� f architecture l i c LANDSCAPE AREA - *� � '� ��,�/�,,/��1, ,�, T° 4 .:d EXISTING ROW COMPACTED SUBGRADE aq i 25107 golden, dengco 80401enesee ai1 road �y 12" / THICKENED ASPHALT EDGE LANDSCAPE AREA d 4 2"GGREGATME BASE ROCK NOT TO SCALE DETAIL w „ 303.872.0487 '�. p � , . ' < ` 1 F f ;. �/��/�� //� vegaarchitecture.com 6" 611 NOTES- " 3,000 PSI MIN. (28 DAY) N . 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. CONCRETE BASE . . r.- 3-6 1\\ 2. EXPANSION JOINTS. I A. TO BE PROVIDED: r 16") AT EACH POINT OF TANGENCY OF THE CURB. -+ 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. t —0,- 10" --it 4) AT EACH END OF DRIVEWAYS. NOTESlowlassi ii 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, ax f4 ASPHALTIC CONCRETE 3' INSTALL WIRE MESH B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON , . THE POST SHALL BE 2' ROUND OR 2X2 OD SQUARE2-1/2}1 CONCRETE EXTRUDING, WITH A THICKNESS OF 1/2 INCH. POST, 0.105" WALL THICKNESS. ROLLED CARBON ...I SHEET STEEL, ASTM A570 GRADE 50. MINIMININIIII 3. CONTRACTION JOINTS. ! 4 df A. SPACING TO BE NOT MORE THAN 15 FEET. 2. FINISH SHALL BE HOT DIPPED GALVANIZED AASHTO B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 44.4.011:0114�r`f M-120 WITH CONVERSION COATING AND CLEAR •i1"-41. . i.1 4.41 • � . w. .i, � 1T•i ` maVIP. ,•i- 11 ,1 4 ORGANIC TOPCOAT. , ;, �� .. �:.�..~�;.,` �i �' •',-•/ f �,�� r ;.,.�� 4. BASE ROCK TO BE 3/4"-0"COMPACTED TO 95%OF AASHTO T-99 %..,.N �l,� i/i,,• ,ti / I /� '' AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 2" IN N`/ ./r1//�/� 7,>, ',r' fi` ~�1 1/�K%/ei, j`-/N ' "f DEPTH MIN., WHICHEVER IS GREATER. �, THE ANCHOR SHALL BE SET SO THAT THE EDGE OF SIGN IS A MINIMUM OF 24" FROM THE BACK OF CURB, 4' AGGREGATE BASE ROCKUmml COMPACTED SUBGRADE TURNDOWN CURB POST 1 ANCI-It�RE INSTALLATION DETAIL IMPACT SLAB DETAILf:t NOT T SCALE NOT TO SCALE .VIIIMENIZO >'" NOT TO SCALE NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I.AT 28 DAYS =mai 0.1 SIIIMINIMI 044 < f.,...,,,2 IMMO r,..... -.--10" .. 10" Ct 1 0 > 8" . /8" \4"-- 1 - Lo 1.1. L _� �i ■ rai am POST PER MANUFACTURERS REQUIREMENTS. ..+._6' 24" 1" RADIUS 1/8"SLOPE TO FRONTC11) '9 a �^ 1.00' LENGTH VARIES 1.00' 6"CURB EXPOSURE Zer- 61,1..) f j1f2" RADIUS A r- I0" CURB EXPosuREll —10" 1-1/4"S1�ANARD WEIGHT STE PIPE (SCH.40 , 3" W. PVC DRAINAGE BLOCKOUT q'p, WITH COUPLING 06.2 .� �? ASTM A501, Fy=361csi, FINISH W M BLACK POWDER COAT. 1 33' 8° � r , .'4 °, . e` > �� d PERMIT+ CNSTRUCTION ..„ , _ ° PAVEMENT +I►♦ i i4 34" MIN-3$" MAX7- + 4"' iTta it�� l�+��+` , 4 et% •• I AC PAVEMENT : d' Item 24" zieto::::;: ^.� BASE COURSE '44ilefooke + +1� ��4.dill AM ' ♦t� Mr0ior tBASE COURSE � !��*�" T �iI►}�111MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE#R1 1. -' ,',d•.� .:EMBEDMENT � dl +r �+r•�� s��r�. 8 3/411 � ... ,: ' ' 8 3/41, • . . " . ' ..' HANDRAIL TO BE INSTALLED DURING , POURING OF CONCRETE. LEGEND: WHITE (REFLECTIVE) NOTE: FLUSH CURB WITH 0" EXPOSUREco DETAIL BACKGROUND: RED (REFLECTIVE) 1. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE a.) N ALE. NCURB CS 300 SHALL BE USED. to HANDRAIL NOT TO SCALESIGN DETAIL NOVO SCALE 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3,000 PSI AFTER 28 DAYS. <I 3. EXPANSION JOINTS. A. TO BE PROVIDED: I-- 1) AT EACH POINT OF TANGENCY OF THE CURB. U) 2) AT EACH COLD JOINT. < 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. (..j 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. F- B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, Ct A1tyG WITH A THICKNESS OF 1/2 INCH. RILAt 4. A. SPACING CONTRACTION BE NOT MORE THAN 15 FEET. tNI WHITE PAINTED LETTERING B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 45 4- 1'-0" TWO(2)COATS a> 5. BASE ROCK TO BE 2"-0"OR 3/4"-0"COMPACTED TO 95%OF AASHTO �6r o C T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4"IN DEPTH, DETAILS U) AI'KI GWHICHEVER IS GREATER. co NOTE: FivIt 6. DRAINAGE BLOCKOUT-3" DIAMETER PLASTIC PIPE 1. PAINT CURBING BRIGHT RED A. I.D. PLASTIC PIPE WITH COUPLING AND STENCIL WITHt 1" WIDE BY pF/ ® �� B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB w.J .i tNi „DETAIL 6" HIGH LETTERS NO PARKING 'li/VT��C?G O� SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH TYPICAL STEP BAR FIRE LANE' IN WHITE WHERE C(1,Q TO FULL DEPTH OF CURB. .S3 NOT TO SCALE SHOWN ON PLAN. 0. NO PARKING FIRE LANE PAINTED CURB DETAIL STANDARD AND FLUSH T CO US CURB DETAIL 0 , � .�y.�_�..w��.._.�,..�_._..._�NOT TO SCALE ..,...,_....�..�.....�...._ .,..,wA w ., . . . ,.� � ... NOT TO SCALE 2 1x1 c . CD COPYRIGHT 2017 This document is an instrument of service,and DOWL as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with vega architecture lio PUMA ItalVA allteteliTil _ 720 SW Washington Street, #750 Portland, Oregon 97205 971-280-8641 rg\c" SE = .E, ,..,z4; 1 4-14A H 3 .....„ .......* „ 12" BEHIND SIDEWALK , OUTSIDE OF WITHIN ..N\k, „.<41, 4.44,-**4: 'NS' PAVEMENT PAVEMENT 1 he OR BEHIND CURB . . ......- . ig ter 1itilin :04• orms.. 1 •Ii.ilii.. 1(EXPIRES::3G9132::::::18 ----lir WHEN NO SIDEWALK 4 S IIIIL 7 Auk, 7 miiirki , 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX , , DE/ , 1,1.91• 10. 4$4.4421,141.11.1,1••E ./ 18" CAST IRON 910 BOX 1 METER - \ W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE .1, I PROVIDE 24" BY WATER METER , . .... : tif.EA..444 Ex- - 'AIREN 't 4" THICK CONCRETE ,----.D.DENR;:„..„,Amin' ' ' :// ] PLAN , . PAD (SEE NOTE 4) ----' BEI- e N.S.NEEE.A.‘.!.*; ;I', N-,t4NNENE.,RA RIR. NiTER1.' RR *.• Vega _....„,„ ..... ._ ... ,,,,..„., , HAND TAMP BACKFILL . METER BOX AROUND TOP SECTION r- 6: MIN. : ,,,i, linurnibit . , ._ ,. DOUB1,-DOUBLE III I 12 MAX. - ' .. I .; 1" UNION EACH SIDE 2" FLO X COMPRESSION ANGLE .. . VALVE ASSEMBLY architecture lic STOP (FITS 1 1/2 " APPLICATIONS) , .1 , i i 1 25107 genesee trail road 6* ASTM 3034 PVC , t MJ X TAPPED , S/ It ' ' 11 1 ( 4E NW - c s*YR, k,„N: -R, E / y ', . imilli ' 1„,, ,r Nr ,A, f i . golden, co 80401 2" TEE , . , L .., / ' 2" PrPE "K" , .i 1. 4,,,, 1, 24" ' 303.872.0487 N., A.S; / \ /TA 1 . , , - ' OPERATING NUT EXTENSION 7- COPPER PIPE . "iiiiiiii,Miliw.sto .?* vegaarchitecture.corn - I (SEE DETAIL NO. 505) , : -*i;AI:ER -METER-i i#:‘ . . /:$ NE sizt6int ,.... i vismui unr. , - miciiic.a-0...•i rigp1111.11111111111: ., ! 12" AMMO 4111111. __ Allah mi. • Ii.t. ,a,......44. gimir• N1.0,46 ,;2; ' lik• 44/P 1 4111 , MAIN UNE ) , e.r. - 'V.)" .‘ ,..•,." :,--:‘,Lw-,-,,iN441111'0401,4 0,,I #10.10:','' #.61;;; 411V44110110mr. • COPPER BENDS . AA „,... 1i- : AS NEEDED CRUSHED ROCK BASE /1'''''Ril."''4111F-'111114.14"41P#' ''llrsufs ! _ i L 2" MIPT X COMPRESSION CORP , ELEVATION CC I BOX SPECIFICATIONS Lel 0L 1"'I 0)(v)(4N NOTES: - 14+Xit'.,10* 44kcs, ,,,,,' DEVICE SIZE BOX TYPE 3/4" - 1" BROOKS #1419 SERIES OR EQUAL , 1) VALVE BOX NOT TO REST NEM& 1 1/2" - 2" CARSON 1730D P15L OR EQUAL ammomi ON OPERATING ASSEMBLY. 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90. ANGLES TO . illeallinial 2) OPERATOR EXTENSION METER LOCATIONS. HORIZONTAL & LEVEL. REQUIRED WHEN VALVE NUT 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN INSTALLATION SHOWN IS ONLY A SUGGESTION. W . IS DEEPER THAN 3 FEET cmz= 24" SERVICE TAP INSTALLATIONS FROM FINISHED GRADE. 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO - 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. Emu 3) CENTER VALVE BOX ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS AXIS OF OPER. NUT, . NEED TO BE AT A MINIMUM OF 30" APART. = 2, BRASS, STAINLESS. OR PLAsTic PLUGS TO BE INSTALLED IN TEST , , COCKS IF BELOW GROUND INSTALLATION. i ILI - 4) PROVIDE 24" SQUARE BY 4" THICK CONCRETE PAD AROUND VALVE - 24"--1 , , 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE. FREEZE PROTECTION, BOX OUTSIDE OF PAVED AREAS , 1 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD . , i FOR INSTALLATION. w. >lwa 4.1.91**MIUM ,**1 APPROVED et , A$V1970/ED at i ' crry OF TIGARD -.1-' " OREGON LORI FAHA. P.E. NO SCALE APPROVED OR NO SCALE CITY OF TIGARD i NO SCALE OREGON ' THEODORE S. ICYLE, P.E. OREGON - THEO*+,',4 S. KYLE, P.E. i ENGWEERING DIVISION DOUBLE CHECK 4 ENGUNTEERMG DIVISON 'I GATE " & -1/2" Innalall 0 CNJ MY ENGINEER DWG. NO. Om No. ENGLNERIONG DIVISION ' DWG. NO. i g PUBLIC VC/ORSS DEPARTNIENT erre mama crry rereerm j 2 ruBuciwommnitrAtExr ....._ ' 13123 SW HALL BLVD. '''''''"'"'"'"""'"'""'"arnaa" '' . UM SNP.NAM DOD. , VALVE . 13125 5.371.Mt/IlL11). WATER SERVICE 52 ' TIGARD,OREGON 9724, ' JANUARY 2011 PLUGGED5.ivt,.51: . , - ., TIGARD OREGON 97223 , JANLIARY 2011 503 ,.. _.,. . .. TIGARD„OREGON 97223 i 530 Ittfamo ,,..i5N3)6394171 i antlAlitO VOICE:(503)6394171 • 03 1 : TIG"I3' MI-C. 136)846,34471 APPROVAL DATE MMEMMI ()J FAx„4740)6$4,4297 ,,.. .... ,,L OtPPROWL DAIR ' ; PAR:(393)6844297 A : 1,-..... ' ......- .. _-111•1911.11......a- ........ .. ... ..... ......., , i rtLit,..,it:':.* ***, „ < FM" -,-.,_....,.., ,. or. - jAHA":111A":":1A1TER DEPT STANDARDS PLUMBING CODE isig,..o,. ...,, .i,...1:1 i, ,,,;.;::,........:10. ,,,i_FL„, IT A.. 1 4A,te.,,-Alit IMINNINEN Cr r, LA.- 1.3.. ,..., , POTTER-ROEMER NO. 5715 -.0r1 kw) A 4 0 90° FDC-SINGLE CLAPPER WITH (2)ALUMINUM CAPS , :--i t. A THRUST BLOCK CITY APPROVED BACKFLOW DEVICE , am , ,. . - , I{ ,. * NIR„.„ . ...* /-FLANGE COUPLING -il . tx ..r...... 1 RETAINER GLAND ..: / ADAPTOR --,-, t-..... A„„...., ; , LU BE FIRE DEPARTMENT CONNECTIONS SHALL , H (4.1.4) zr ., LLI 1 1 .1'iii2 T.- BE DESIGNATED BY A SIGN HAVING M um,- . i CROSS:3 -II BEND LC) Li- / I RAISED LETTERS AT LEAST 1 INCH IN , . tr. UM , 1 12" MIN PLUGGED TEEPLUG OR CAP a.. c.,I ("N SIZE CAST ON A PLATE OR FITTING, H - --,, FLOW imismil _ I) :1ii1WAIRJ-iiiii;niiiimild . x--- (9 READING FOR SERVICE DESIGNATED: I.E., < at I --, -=12) L.,,:-._ (111) r*4*". CY) 1.111101114111 "AUTO SPKR."OR"OPEN SPKR." OR I _______ MEGA FLG FLO OR EQUAL PEN , "I ' ' 11111121111 -- 1 - . . ,,„, , , I FIRE DEPARTMENT EE. moil 4 "STANDPIPE" ETc. CONNECTION 412 4 (.0 • 6" - Ns, r:3 OPTIONAL AT THIS • alli co (17- 44\ MIN. LOCATION dm .R.A.E.., , FIRE DEPARTMENT CONNECTION TO BE I t, OSHA APPROVED LADDER 24" MIN 1 4"SIAMESE TWIN WITH THREADED - MIL. 44. WITH ALUMINUM LADDER ----r , .... - 1-- II;z711T GALVANIZED STEEL PIPE. ONE WAY (NI) 1 IIIIIII4 lig IIIIVItit\Adt11111111111110/1. TO IRR I GATI ON EXTENSION BY UTILITY, „ ,1 .,..._'4 ,.....L.14_,_ ,,,, .06___,/,, 06.20.2017 7 VALVE SHALL BE LOCATED INSIDE "` ' 1.114'W ' ,,,aika , VAULT LATERAL P U ED CRO S TEE PERMIT÷CONSTRUCTION '.411114k4e* CONTRACTOR TO SEAL ALL BUILDING OPENINGS IN VAULT WITH FINISH GRADE SURFACE II IN 's, ,.., ...;;" i--- 3" MIN. 6" MAX. 14 NON SHRINK GROUT PRIOR TO BACKFILLING CONCRE:::GG::: SBL SCHEDUL .:7:/ '://\>"/\)//M</;>Yi TO RESIDENCE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 90BEND, TEE, OR 45" 22 1/2" 111/4' REZ PLAN GROUND LINE , IL 171- DRAINTOCURB OR SIZE (INCHES) PLUGGED CROSS BEND BEND BEND . .,,, 2N2'4"THICK CONCRETE -*** 1 -<,,„ \\:‹ COLLAR BURIED 4" *>'/ i \ .-.. . 4 01.9 01.3 - caHci) METER BOX ! 3" MIN CLEARANCE 6 04.0 02,1 01.3 _ \ , ,,,,C;;•,,,,:.(.. \,..., UNDERGROUND /- DOUBLE CHECK 1 I ON OPENED 8 07.1 03.9 02.0 01.3 -0 `‘R../>EA.,/,- .R.R>A>t> ; i:04,7y,,peiN 1 VALVE ASSEMBLY T _ OS&Y VALVE ! -, 4" ROCK BASE II I( \, 1,,,_.,..,,,„„„it...L,,I,,,a,„ , (004„:441, : .,..4,fit,,i., ..__....t_12" - 18" MEGA F'LG OR EQUAL 1 ilii-l-pr.A. 40: ,_.- lit '12 16.0 08,8 04.5 02.3 "-) s )",,,, ' * t/AINLINE CHECK VALVE . 16 28.4 15.5 08.0 04,0 co to • ,, 24 64.0 34.9 15.1 09.1 cNi . 0 4"THREADED *lir` ,.14.4.#,, -, < , ' im I,„ or. , _ . 1 _ ,i , 1 PIPE NIPPLE CONTRACTOR TO INSTALL II IIIII:v...;s-770-:411: l'ill' _ 9 RODENT Ct Jr liiir41:144,021:rgicliiiiimir CONCRETE BALLAST 3 CU. YD. 0 .... _ _ ,, //I-SCREEN ; ._ ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN 11.1 .„1111111 - '' 6" MIN. WHERE FLOODING OR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO -- H PIPEESTANDAN- E. Il. COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING I-- • * •.'ffi 4...."- - ., •-. HIGH GROUNDWATER EXIST---,0 (TYP.) --ARE NRADRAIN TO DAYLIGHT OR STESSES. USE THE FOLLOWING EQUATION liyglik.11i•14 ilb ,f,p1114110,140-ortw,f6•4 w. c,. ke 1 < 1" UNION EACH SIDE -....riE-R.:,,A;„„AlW .0.0:NAE,.....*E4.4.,.. NOT TO EXCEED INSTALL SUMP PUMP , 2 ‘.4). ' 41".. sfr. - . • ...:.i9„, 24" DEPTH CONTACT CITY FOR ' . BEARING AREAS 7--,- (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) (.6 , ELEVATION iNEAA 1- MJ x MJ 900 BEND CRUSHED ROCK BASE PUMP SPECIFICATIONS , , ELEVATION EE ' 1. CONCRETE THRUST BLOCKS NOT PERMUTED UNLESS APPROVED BY CITY ENGINEER 0 BALL DRIP VALVE AT LOW # 12 MIN = 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 POINT OF PIPING INSTALLATION SHOWN IS ONLY A SUGGESTION. 1 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARN. 4. KEEP CONCRETE CLEAR OF 40INT AND ACCESSORIES. to ("Ni /--CLASS 52 DUCTILE IRON PIPE FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM : 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON . a.) 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. F." RESTRAIN ALL JOINTs OF DEVICE - UTILITY VAULT OR *EQUAL BILCO DOOR ' 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE-.=- i Tf.) DETAILS (1) 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST sin WITH F.D.C. . YATHOUT F.D.C. e". *EQUAL ADJUST IF NECESSARY. TO CONFORM TO THE 'TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 0 CO I I COCKS IF BELOW GROUND INSTALLATION. 4 676-WA 577-WA J-5AL = STRESS(ES) STATED IN THE SPECIAL PROVISIONS, -c R) 2 1.. 1 1 Eitr6 687-WA 676-WA ; J-SAL 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 4171,100404`triosiNigm44,41•. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF - F0- ,:ftdrirOrdpOrsf,::rdfioptt 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 8 5106-LA 687-WA ,11-3AL i a'Rdilireiiireoltrar.iiirAll• AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS I 10 , 5106-LA 2106-LA JDTHRUST BLOCKS ARE IN SQUARE FEET,-3AL 1 0Afp744af :.-410111P,alro* FOR INSTALLATION. *CITY ENGINEER APPROVED EQUAL MJZ >, _o 04 '.-..‘11.4-0011,11ier. MINIMUM 12"THICK Apporm tre ,DRAIN ROCK 1 ioRtows OY: i i 4 NO SCALE CrrY OF TIGARD , OPPROVE0 OR NO SCALE ' CITY OTI FGARD 1 4 NO SCALE CITY OF TIGAUI 1 ORRGON THEODORE S. KYLE, P.E. 4 ; STANDARD THRUST i DWG. NO. a. M OREGON 1 THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. DOUBLE CHECK DEM • ' DM NO. ENGDaDIVINON 0- i IRRIGATION DOUBLE 1 ova. NO. 4 , , ern,mom jai FIRE DEPARTMENT CONNECTION RISER fFDC1 DETAIL i EN‘Iiil t.,,,te**„./DIVISION 1 art ERSRIEER 1 ENGINEERING DIVISION WV DOWER a moue WOOER DEPARTMENT . 1 cu JANUARY 2011 I thas S.%RAM BINA i CHECK ASSEMBLY i 531 11,044., 61. ,VVEUCTv013125108.131764cT17416:947MENTIr'9722.3 ' - JANUARY 2011 - VALVE ASSEMBLY 533 B • K 1 560 a) NOT TO SCALE ..... _ , TovAvto oREOON97223 , JANUARY 2011 1 ouEr.o : CO ,ti-GtdUil VOICE:(S/O)NS94171 1 PAM (003)6114-7207 i APPPEWAL OM ill PAR;(593)694-7297 _ *PROWL DM 1 -„.......411,-, ...wilumu.../inico..- Tvompap.me,0037063941,51:225 , ,, z, rAxt OD)6944297 , AMEDVAL DAV, _ _ , , , „, .._., . . ,.... , „ .,..,, A , .... ...--. M . „ ........, .., . .. .,......... m C6.2 . ,. COPYRIGHT 2017 This document is an instrument of service,and as such,remains the property of the Architect, 1 Permission for use of this document is limited and can be extended only by written agreement with vega architecture Ilc WAY/it4114,*,4K11111g it 1 1 1/8" 44, 3/4" 0 11 1/2" TOP OF ROCK ELEVATION AC OR CONCRETE PAVING EL:202.82 720 SW Washington Street, #750 twi --tom 10 1/2" OR OTHER SURFACING Portland, Oregon 97205 „0 PROr ' , 12"INLET �kQ° ,j'�,; Y/7/44,. .. - 971-280-8641 �� N , iN � , `� ,, 10 3/8" ii ` 65433PE /2" 0„ cs3 1T PIPE OUTLET 4 GCJN /41 ''' / / ST RMFILTER DE ISN NOTES :: ;� .= d• , .: riiiir/ / �rrr✓rse -• '_ ,�==t[ tt tt tttt _.-, V ., ., ., .,, .,...,, ., ., ...,,,.., .,,., .,., .,..., .., .. .,., ... .. G Ir ^• .II;=Q 11 I! .[I:=11 .•..1, �?, ? '.; 411�{I""�II-`I{. II""iii,` „ EL:200,99 STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE r 0 9, 9- \ .».II:...{I .LI.--II.`�p• '.•. ,• ,, •. . ., , . . .., "-II-I1.--II- 4 >; COPYRIGHT 2017 iThis document is an instrument of service,and D 0 W L ch, emains theproperty thArchte Permission surfor use of this documentof is limitedict. and can be extended only by written 1 as agreement with vegapropearchitecture IIc I 720 SW Washington Street, #750 #C1I S" `• ty Portland, Oregon 97205 4 971-280-8641 1 ":4 ... Ito R ?el, E ' 0 ' .4) e..., ,6.,,,,, ,,,,,,i3/ii ,,„ :„), 0 E EXPIRES 05/31./18 SITE LA MATERIALS ON SYMBOL STREET TREES vega ITEM SIZE QTY. t I 1 A. I\ 108-EXISTING RED OAK \ PREVIOUS LOCATION AGER GRISEUM 1.5"CAL. 6 �- � , �- PAPERB R MAPLE B&B OUTSIDE PROJECT AREA. °* PAPERBARK REMOVED FOR PROPOSED EXISTING 6'CHAIN LINK FENCE Tfl BE REMOVED 25107 genesee trail road R, .i\I ' ,‘ ''''' 4114,N, .4, ", SIDEWALK EXTENSION. AND REPLACED AT THE END OF CONSTRUCTION. CORNUS KOUSA x C. NUrrALLti KN4-43 1.5 CAL. 8 gOiderl, CC1 $0401 STARLIGHT DOGWOOD B&B f_v LANDSCAPE SETBACK "-. 803.$?2.04$? " /4411144111\ �` `"1 TREES vegaarchitecture.com - t ___ � -Tv ( l - '� ITEM SIZE QTY. _ _ ,h PROPERTYT LINE 7 �. p, _, __ -- ,, t' PER �G? �1 v • v v ,,v ,, v� v y v ;, .___..:: *..v.L..._. _. �'- ,•--.v „"'-y"`M' i""` - . ,..,.A. 4 l b .. .,_ �` v v v w ,� v -.. I ' I 4 7444 � v 44444444 v444444 r X7444444 444444 4444444 " `► 44 74444 4 4444444444444444 t . 4 4 4 :.4 4 L AGER RUBRUM`OCTOBER GLORY' 1.5"CAL. 4 + Y ' r 4 ♦ 4 4 • • 4 ✓ 444444 f 44444444 4 :4; � ' 4 4 444 44, 'v v 4 4444 4 V 4 � r 44 � � � .+r .. 44 w4444444444 444 4 Q444 44444444 4 v 444 4444444 • r 44 • 44444 + 4444444 444 OCTOBERGLQRYMAPLE B&B 44 +' 4444444 44444444�` 4444 r' 4444 �' 44 44444444 �t 4 444444 ♦ 4444444 ♦ 444 T' 4C; � �� I I000 7 I4 9 tr�lal 57 S7 �/ Q tZ -.--,� � 4C'�_`•`� �r'�,� )7 r� n . . ° '!,. 7 '� � '��,,,......,, � 'w �7' 44 4 444444 � �q4444 4 4 4 4 '`l► `► 44 4 ♦ 4 4 Q!E,-�-Y 4.:.. l a 1,3 ? 114 115 o B r 4 4 4 4t. Cr ` p *t1 xTi. x ' C r � Q1, illa d 4, 4444f,� 1 �► C7 4 ,,,,f Ix x Al x ,, ,,,6 4 v '�' -�-- GINKGO BILOBA 1.5"CAL. 6 i I _ o tx % 0 p . I 4 7. ` PP4 fififi _ ► 4 4 4 ! 1 GINKGO B&B J -�-�--"- -- ' �'1 LANDSCAPE CONTRACTOR TO INSTALL EITHER: - r f rik % i'.>:, m `� (40)FIVE GALLON OR(80)ONE GALLON SHRUBS 112 I 107 ,,,� tilual ftr ' C mid b '' ALONG THE D-2 BUFFER TO THE WEST. COVERED SOIL .----7 FRAXINUS PENNSYLVANICA 1.5"CAL, 3 " — e TRASH ENCLOSURE-- 07 GREEN ASH B&B IMINIMIll j ?moi I t r -30'0 / I( EVERGREEN BUFFER SPECIES: ,n \,. r I / EVERGREEN HUCKLEBERRY(VACCINIUM OVATUM) 1 x x x N120\ a 105-107 1/ 0 `� TALL OREGON GRAPE(MANONIAAQUIFOILUM) V l vs Ay ., ,.-" EXISTING ASH TREES Fin" ! x t � � - 121 *ii SHRUBS &ACCENTS o \\\.\\:\\‘>\ toweA.4,441iw40,4‘,4i4:;;:) , , : ;OP �1�► OUTSIDE PROJECT AREAI / o x x x x i► ITEM SIZE QTY. ,/• �mM.� �+.w � ,w+u.+„y� �+� ,. ,v W xxxx y ;�'�� 108 TO BE - I I►,�► 3"DBH EH PROTECTED 4 ABELIA X GRANDIFLORA 1 GAL. 17 f #► -'' 1a = ,� GLOSSY ABELIA 5` O.C, Ilial I j -� w 4< EXISTING 6'CHAIN LINK ( BERSERIS THUNBERGI!'CRIMSON PIGMY' 1 GAL. 30 f' � ' t �� 105 FENCE TO BE REMOVEDCr . 10, �.. ► ty y CRIMSON PIGMY JAPANESE BARBERRY 23111, Q.C. / ori. i rt `` ‘‘.;-----4 CONSTRUCTED AT THE IVIISCANTHUS SINENSIS `LITTLE KITTEN' 1 GAL. 7 `i ..„4,..„„r_.4.$4., y" , END OF CONSTRUCTION--4110,*# LITTLE KITTEN MAIDEN GRASS 3'O.C, * 4- i PERIOD. I I; I �,._ k ► 0' VACCINIUM OVATUM 1 GAL. 4 4 ,; l = EVERGREEN HUCKLEBERRY 3' O.C. W +� 11 07 1 - ' ,, MAHONlA AQUIFOLIUM 1 GAL. 3 °�"' CNI CO _ „9 V V j TALL OREGON GRAPE 3' O.C. IMMINION ,, '.4citte)°C11:041 / �� r E s (�} MAHC>N!A AQUIFQUUM'COMPACTA' 1 GAL. 10 ,� 0) r O ► PRC)PC aEQ. PCIALTY J, 4, f COMPACT OREGON GRAPEHOLLY 0.C. F" 0 RETAIL ST CARE ,� It„,t4,400141404.4:4.0)74,4i '44 „„://:/: ` NANDINA DQ!'�ESTICA 'CC}MPACrA'iii riii 1 GAL. 21 if1/ / far COMPACT HEAVENLY BAMBOO 3 O C0 (;) :vi, ,. um j 0 rev *4* "44 ,/ , , ,', ., - , - - ' - ' , / V 4 iGROUNDCOVERS S. i7 ITEM SIZE QTY. f . I rr A f ass bct CS1 < 00 ► I ,_w '�� _ ✓ FRAGARIA CH/LOENSIS 4"' ROT 7,284 SF / Te 4 ,,,,.*,A 40.404,40 . ' , - ' ' - - "� `t_ COAST STRAWBERRY 2' O.C. 2,098 PLANTS - it iVe IP 1T�T +i►s � �• /•l'ir',', / !f 4! 4" Cign ri*** F.- / I ** PROPOSED A470/4 ,_r+ T J p V ARCHTOSTAPHYLOS UVA-URSI POT 6,180 SF 111111.,„„ IIIVIPYLON SIGN • ~4444k1�� i7 / 77 n 77 KINNIKINICK 2' O.C. 1,780 PLANTS , " 4.+40 y�i _ ,IP .. F RUSH l SEDGE MIX ROOTED PLUGS 430 SF 11111411741140414.4041 ,' Cal _ 4''''":).:***,4 4 +,�* r. ,+'d�.y y. :�t �,w gty r, c t i�1 G .rte , 50%JUNCUS PATENS 1' O.C. 430 PLANTS 06s 20 x'}017 .! „� ��► 'Mar' P fir �ilb1 �1s.fS�+l • k�a� wl� �'+ VW.GV.ln1r 1 l / i + \ �Ci � ^- .. - . • - :::' T4:: �'' 1'�`i ., ...�►.,ez . 50% CARER QBNUPTA 215 EACH CONSTRUCTION __ = IT C PERM QN 11 litli / II■ Ii. r 41011.6 aft. :a.. {,.,.'''''e,; / i f► t' „ 123 "'�ww aw r s .r - _-_ - ^-b ., tea;."�:v.:°,»','.,. ,.: 1 00 ��+�..t., - 7- +.w. I -' i•� `°rflJE*.Ji. ; ra> ,.:< q*.. ...'14'u ,. w< .4;Ne�.d , ,. lir .., ws r ,� cr. ....J.'�!r.�'rp. s •': �: r"• a r,, : y � .. " , t, �.r ,*�'+�'R.^+4..wiAie:wui::7:��.�y� ..:.: u .�.. .' ,� . ::! Cdr... 8«�,��`sva �/ ..,_,-..—(, ._.--,.�-_F. ,w� ,., may- �� ,� � �, ^rvA.. _ "t'.�..vs,`: i Iii „ -,1,P,'”' a^',z:r;wa�:. : :. ...,;:11,,,,,,,t '.+:'�a'`-' �.�/ �,r� � ,7 .YB 9G' f - , -w.� ,...a:.. ,.; v .,, -. "� ":":�"^ .yC 's+:=sq. ,. wew•,28 w.. w fin. I n„-"" ..� i, , e.7, ' •. " .. ,. .i:.. .;�:e..s. 130 129 ""l, r•+.wy..a.'^ - JMOO MOW*WM alma MIND 01•1114 .r^/pp--,..-----<#.91): t ✓ hors ` qsr 6""� - w.iw w wis ,® . sem.�' ww.s.®.mr 1NIR MN OM it yBIR, . o.w.r. "'""r f iF "..Na..pY.,O.,Ar OM. ..A .....�,,-,..m....F 60tIM i.. — `" 's rr srr .w it rrr.r www neo."www.rw rrr aw w . .. + ► .w .pis Wiwi r+�iw°ter wir:s wr'ar` o a.us ww.+w.,aw rr+r w+..s..... S� __ - iraossowsmomm. .i,,• '2 INSTALL 12'LENGTHS OF 18"HEIGHT ROOT BARRIER `"""°'"""" -�--- Z NE I gomm, .....-000.100000.6. PANELS ON PAVED SIDES OF STREET TREE.INSTALL , (., ...---'�""�'"' DONED PACIFIC HIGHWAYWEST (C 11V) / PACIFICHIGHWAY) \--- \ ROOT BARRIER PANELS UNDER ROOT BALL WHEN °' OVER-TOP OF EXISTING WATER LINE.IF WATER LINE co U PANELS UNDER SS AN TREO.ET TREES.INSTALLOROOT ALL Q (TYPICAL SYMBOL EAR AREAS �I ) i m_ - �` BARRIER FOR THESE FOUR STREET TREES ONLY. LAC ©C © f G i G (� w tl� NET SITEAREA=44,110SF d QLAA = 61SF (15°l) PROPOSEDREUIRED LANDSCAPENDSCAPE AREAREA = 10,6,4907 SF (23.8°l) 1- PROPOSED PERIMETER LANDSCAPE AREA=8,825 SF et PROPOSED INTERIOR LANDSDSCAPE AREA=2,205 SF 0 31 LANDSCAPE /// CO60 PLA TI L. 2M , Cl.] r PEG a C 0.1 n 1ill'E 5 a 03 20 0 20 40 111111100 .... SCALE IN FEET ci . 9 ro to as such,, D 1:1 W SW Washington Oregon 97205 720 Portland, Oreg t-4 ,..4 RE t-;L_ 0 , ') 05/13/ cAL . 971-280-864.1 r*,,A0010,041.P140.„0. ;ve j..,,,‘0R \ 4„,,,P'^ \ END OF CONSTRUCTION. /18 REPLACED AT THE EXPIR Es 05/31 \ AND R LANDSCAPE SETBACKLAND ler , - - _ \ s , ,,--4----= NT MATERIALS QTY. , , , pE PLA SIZE \ - IP*As. PREVIOUS LOCATION A.- "lb ...., le 1ih,,II` Iv *AT 44&,1 4 4111,7 'yr" ' LU ONSITE LANDSCAPE V e g a ET TREES OUTSIDE PROJECT AREA. FOR PROPOSED 414410,1P A.A4A.---A-V" ANAL 4 a& / 1., Ira ONS STREET 1 .II AlWar‘40thaPA 4%.11744Jt.i SYMBOL ITEM 6 , .11 REMOVED r-‘''''EXTENSION. .., w-0,ALT.Ak,naprgib,„7,74,,,-*$ >,- 11.55,1", CCAALI-.. SIDE lo. wry LI 4,4,4k,w,4"1"Pw- . . .., Air pE, ' B&B wvvw.Dsotre_e : permaaignssrdet.oc)caenninfoGbreuisees.xtoefTntdhezisd0,114)nly,by twurreittellen III 4441,1*Atbok.,wr.411 if, r; , 4 ..i.'" 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C'it WA°4''' ' I It 1 ot,.. **V /**#4,44, $°',fre .0* $4.•>%4#16.V.,k7 1740 ,,..--4 ' ' 11°1044704 I '' 44.1,,,V1ft ' - 'I -.40,,,,0,04.04,,•0* .4". 4 * A ! . v„,,yr % , ..,,,,,,#,0/ 40., 4,4,..,-r .•4ri -6, 4,C. „z„,,, - 64, 484 ,1144,,, „',,,,Ar„ 40:,,,V4 ,, .. 1 5 CAL 4 GLORY' B&B I 'a'41er."4.1-4 r•I6,''''kit" IP'..W4i'vs,, " '''';', .,‘,.''"- .4'' '7117.rerVek-\\ "A' 4.°4 fr' 105-107 UM'OCTOBER— TRASH ENCLOSURE *44**-.0 4IfP 1# H TREES AC ER RUBR py MAPLE ,,,t,A -1,9,e,_ EXISTING AS OCTOBER GLORY RnJECT AREA OC ° I -,-, 1 '9-14r,A4v.A.,Irimioiro„trv"--,' '''''',,,,I1P7A.7„:4,•-i- - ,44° COVERED SOIL ro-47:7.4;114 STOP t 7 /.,. 7:./:7:::,4:::A:yi::: ' V1470424' ,,, ,%. AIL OUTSIDE P- , 40, 4,1 ......,k. / ly. / 4111 6 k 1 X itot / CTOR TO INSTA nAPE CONTRA- „s GALLON LL EITHER: - SHRUBS ,4,,,i- ; 16,."..-W.4. s, .... „,..., ,, ANIV''.4 .44 # 6'1 \ / 7 \ ND -OR(80)0,,, )FIVE GALLON -2 BUFFER TO TH BUFFER S E WEST. 07.4470:0%,•,.,...,.„ I . . ,,,A, , , / • , p7 t•,), I ' 4 ;„„,k„,\,,,,u,,,,g4 , 1, _ lor 4 .,,,.,, , , -,. . - ht, viAL- Na" 4, Ati, i,-- , vA,4444, ,411k Ai.Ai 1- -7), 4..! 06 1 / 3„08H EACH ,'•'1/44c4Nv i All' 1r GINKGO H 3 LoBA B&B / \ ALONG THE D (.Lt40*', _ Ito 0 4i GINKGO LINK 407-4,0". .„..-„It....,,,t4-ty, TO BE PROTECTED 4i \ SPECIES: OVA TUM) \ " 6 CHAIN INIUM 0 \ " N FASTING ' (VACC i---„ ..WW., .,4 0-4,e2,77 1,4k,Niv- i.41 40r,- fr-, - 0 BE REMOVED. / 1 m _ -I — 44- EVERGREEN BUCKLEBERRY UIFOILUM) \ \ \ / Er -........,,, 3 ,/../ I LI- - Kr-°' // EVERGREEN H PE(MAHONIA A,Q. \ \ \ , i' '_ •AkNik.m... d. Ak,,.--..im IF FENCE T (0.-- wILL BE / 8 i TALL OREGON GRA . \ \ \<\\\ \ --'4,-%-iirt.,\''PliP A elS FENCE 1.5"CAL' / r„ 1 / \ \ TED AT THE VAN/CA B&B CONSTRUCTED 44.410,41 \ ION ,..„) NSYLVANI / L____ I I , , . , _ - _ ,, nF CONSTRUCT FRAXINUS PEN lejj .,' I\\\ ,\-., - ,- - ' -- / 1 / , 0 k „,,,,,--ingmagg7, ;, - 0 / /4 'Ifv4---- „• /frAk 4,, 46•-•,.*:),., 446,,- „0.15.14, PER it* ,. (-) • / g v•ii-•7 ,w4-_ ; • KOUSOAGXWCO. NO BUD ET RTALLII `K yN, 4-43' . Airlatawitlpi„ 41* 4 PRI* EUDM 't„•.,.., ,, ,,,c-- „-4- ' I TRGE STARLIGHT fltirall road ITEM \\44„,, oi-: ::i' .Aelr4;,!:qi 122 Akt At,', ft* #44%.*:417,, 1 7474; ;.7-,„41,1:i%:,07t,..,744-*Itop:ov,4464.1 "'do/ •.•-BS:18:BE '//' 0 I I m '14441P.NirftNele".'" 40"664.4*- / 44111, .10,14 ji.d r, LL.H...s7vg_„40edcigaeanr:hc:tec / . i4401114.--17' 'Ye . / / / , cr >- / 14 , / / 1 / ,,\/4111:................" ± , , , ., , 4,. .., ,,,,... .„„. .....,„, ,. ,.,...,- „,/,;,4 .//r / 1, , / ” , ui 1 , '"'• ‘7 r' "04 - ' ' ' ' aIALTY / ' ' ' . /77jV•4 I i // I ' , . ,,,,,,.. 16. , • , , 1 ''''; CANOPY COVERSUMMARY: AIMARKIYNG"AREA / ,I 11 14 TREE , ..... 04 _ / / / 4.-- : 7,910 SF / / \ / -0 COVER IN PAR .....1 ',?,..i ......... a., / CANOPY\ • t/ / r* „ , 1 I „,,,, , / i 0 1 - - / QUALIFY! j„,./..„„,//„..,// nti' 4v If, .,' c3 4 PR r..../,,,/,,,,./////////, rinummin Cr Is" 0 ' I 2 \\f r/,' -1111d . , - , 1"----- > ws , , .. a, ,,,,, .„ ,_- ..... UAMLIIINIMINDIVIDU(')leiNikt_QUALIFYING 0 > • (I) 2 _ , , • , ), „,.... a ...,.. -try..,,r4 30''°" yi f ....,..........mi.imuoi'4"mig ',:i°.,i,..„7;:;,,:i.:1%.??`...=: ;:ii ,:-,9,,•7-,:t.A,,,.,i;7 ,_,--4f--,--- """ ND OFF SITE)CANOPY Uri T°. AL(ON A Ir) ...f. j'it , A/o — ilk ,. — sS ,. TOT RI' ,CNI , . . 1 .-----:74•44.04pir410V/"1 4.11k .4. _ , 1 41,1t40,4'.. ji-' , ., - A. '....,,,,,, .s. A .. 4... • -44-- ' '4"," - "L- *50.***Iir jps d* et, Ab,..-__-ti Ir•BV.0- 4't..-14e':•" PYLON SIGN ,44 SS, _, ealIO 0•0100 ONIM 011111•1 MAIM ORM 0.00 an 0 ir 1 or A 4111• ..- 411k " 1r 4/4111 , 1111Lititifeg.w.-"'-41,..211104111,4 AL ...low wow.W.0 MMIIP*MO 00110 WOW OWN.AMINW MOM ii CO ' .......,,.. . t 8 SF) „es, Alp, 1_44.4,40074".f—t-,44.14-9,-711/PIP4.141111„.• - ilk' 30% '7,13 r***** r"-- „,,,,„,,4-v"roy P 4r- ....„„__,,-, 1 .:42:4WWWW44 AREA: Ts” .4,-,Y mos MI6 .mow ow. L OT pAVED.A Nopy COVER: / /II Aor AY. er,""drir^ loite - ?Ave*. ' - , .. . _ ''. "". W "*. 'irt4ir 4* #f \411' a"44"44" 41"141121111-r- - T BARRIER ti40A %;.'"*.*toirit of 44•4 "4....4.404- ‘(1:4°'''1•44:#' 1; Iff,44>••-, ,-.4**:,-4,7.44),„*- 4.f. ... ,,..-.... 1___________5------ 0 AREA*. ° . 7 966 SF A, I___ I .4:1111 , ifosr0.40 1-1417:,,,1110"."4,11\-40‘11.' tit Tfli/-71r*1!„,11;44&14", ,,..;‘41:44c4t1,,<?;491P4141C".4.1r7 ,446,Tah,41i27 fa4,,,,,, ,,i w .........:4144. ,,,,..„., ,-,,iii‘v.. ......4„„ „+-..4_...• =.... -....- Oaw*P:,IED.,—.111.... , 4014 4, .0*--4,74, 46,i lirt107:1‘.1r1** DIRECTLY OVER . r -4-,c,4#--. * 4,441,0-044,7,00"4.-,,,cr,r,;04,16,'": ' '.410 411167.• '`. - aft, / , .4.1110 IS. 411010, 11116 jr111.0.4". ma. N PAVEDR ROOT BALL WH E 7,, , s 61_ R PANELS UNDER IF WATER LIN (*CANOPY AREA D ,sy,coy ER. i OF CANOt- 20 2017 / -I ' 4. _ lit. isp.' ROOT BARRIER ING WATER LINE. T + CONSTRUCTION ... PROPOSED 0. 06. • cTION U „,..., -.. ?,,, i - * in ------4 NOT INSTALL -, ...., vows:* PACIFIC NDER / / / 40, / 130 ‘41--- .......elm...wo MI. lin"".00■001.000011010 000000. VS. , .. •. _ _ _---- , . , _ ,5„„„, - ,. I - - OF EXIST MATURE CAPY FERMI __ .,,,,,, OVER-TOP-Fl HIGHWAY) NED OR NONEXISTENT, II vti----,.......,AM. - HIGH IS ABANDONED T TREES. _ :=-- ,_______ -.0. -T .., _. ...... ''' CIFIC STREE _ I-4N/ ,/, 1 *'' ,T %los= 9W\ / (SW i , PANELS U .*' _ .., vre / 0 --4::Nsr--- MB. ..11. Y WEST (0R9 QUALIFYING PARKING AREA) ‹, , ,. , vs. E SUM ....90. 7:::, IC QUM L TREE MATURE CANOPY I SO L V ...............----„s„,5,,,, ...,.._ - ..... I ......--,,,... 'Ns-Ns LEA:1k AREAS 1 a----,--=--------_,. ,,,,,,_- _ sF a) a) -a 1.....-"'"* .. _ pEN E , (TYPICAL SYMBOL) ,,. ... - LENGTHSHEIGHT ROOT 2:if/I://,7A 0 E:23,465 SF a) :3 0,3 PANELS 0F STREET TREE.INSTALL CANOPY OVER - .7, .11._ "1626„: .11.- INSTALL SIDOEF/s108" (.0 ......--- ji-\\_(STyl SITE DISTAN C E______________ ___ ' HIGHWA TOTAL AVG. CAN MATURE . FT. READ/50 SQ FT. 8 SP /50 SQ.a ( 17:ARKING LOT N/A N/A N/A REQUIRED . . . x ,t,JIR.E.D. TOTAL Q . . . - x UM A CA MATURE TREE CAN THE _ _-- OPEN 8:SPREAD- 1 n so, FT. N/A_ I OW SOIL SOIL VOLUME N/A N/A 8,SPREAD' --_, -Q. pi-, 33.3% FT 529 EQ. . FOL- D URBAN FOR - ' SPECIES N/A N/A N/A 16'SPREAD/2u5100 SQ. FT. 474 SQ. FT. CITY OF TIGAR - „---- 33.3% - TREE# (OFF-SITE) N/A N/A N/A 45'SPREAD/1, FT , 4 90 so, FT. 29,8% 44 S-- ' 8 ° ASH , 105 ASH (OFF-SITE) N/A N/A 1,654 CU" FT. spREAD i ',' so FT. 67.1% 529 SQ. FT. requirements in 106 ASH (OFF-SITE) TE) N/A 0 1,654 Cu. FT. 45: DREAD/ 1,590 . meets the red FT. 67.1% SQ. FT' Ian 45 S' n/ 1 257 S°' 33.3% Site P Canopy Manual. 107 RED OAK(OFF-SI 1,654 CU, FT. 0 1,654 CU. FT. 40' SPREAD- ' 90 SQ, FT. 33.3% 4 FT 69 SQ. . len attest that.this Tree C Tigard Urban Forestry Ma 108 ** GINKGO 1,654 CU. FT' 0 850 CU. FT. 45,SPREAD/ '-' / 11'590 SQ. FT. 332% 496 SQ- FT' I, Morgan Holen, 2 of the City of 109 GINKGO 1,654 CU, FT. 625 01,1 FT. 1,654 CU. FT. 45, SPREAD ,'_,.,., SQ. FT. 39.5% 465 SQ. FT' Section 10, part , rsi 1 FT A nu FT SQ. FT TREE CANOPY AND SOIL V 110 GINKGO VOLUME TABLE 225 --. - ' 0 38.2% 111 OCT. GLORY MAPLE 1,6 CU. FT* 54 ()COVERED 44.2% SQ. FT 538 S-- - . IvEi..A1N3L,J9A40. / I? TREE CANOPY 112 GINKGO 6% 43. 204 SQ. ' NNNI;55A32:11/RAAAA95RE_SKAQIQN°,..GVFF ETLT.R.0,, T 113 GINKGO 0(S:i OIL VOLUME N/A 015L4 V 0 L U M E 65.0% 850 EQ. FT. / S E IT:E pLAN 114 GINKGO ' Cu FT. 0 1,654 . CU ET. 40'SPREAD ''.,-, sa FT 67.6% FT 975 SQ. • Nolen Morgan , Master . 1 115 OCT. GLORY MAPLE 1,654 . 0 1111,,:666655544' CCC-UUU-:: FT.FF TT:: 2244445500°5,''''soSSSS PPPPP RRRRR EEEEE AAAAA L jnoDDD ii/l///:11111 9::22231 555:ss7:77 QQSSSS,Qc)QC:.,F.:.TFF,.FT.:. 0/1,257 S° 77.6% N/A ISA Board Carded Risk Assessor Qualified 01 116 GREEN ASH 1,654 CU. FT. 0 40' SPR N/A T 1 257 SQ, FT. N/A 117 GREEN ASH 1,654 CU. F - 660 Cu. FT. 494 CU. ET. 40,SPREAD/ ' . SQ. FT. N/A Date: .c 20' SPREAD/314. - . FT. N/A MA COVERED SDOARILDVSOSLEUTMFEO:L4R3T0HSIFN T 200 118 GREEN ASH MAPLE 348 CU. FT' 0 240 CU. FT. 25, SPREAD 1 D//44991 SQ. FT" N/A N/A 02CB,TAX LO 119 PERBARK MA 494 CU. FT. 0 1,566 CU. FT. 25° SPREAD 1 SQ. FT. N/A MAP 2S 1 F SECTION 2, COUNTY,OREGON IV RA MAPLE FT. SPREAD/491 N/A IS LOCATED IN TAX ONE-QUARTER 0 WASHINGTON CO 240 CU. 0 .,... 6 Cu. FT. .._ , -pREAD• 1 06 FT. N/A THE PROPERTY 1 20 OCT. GLORY MAPLE H FT N/A E SOUTHWEST OF TIGARD, 1,566 C- * 0 THE CITY VOLUME STANESTLpir 121 OCT. GLORY --WOOD N/A N/A IS LOCATED IN TTE MERIDIAN, 0 FT /491 S - (lir SPREAD E PROPERTY HE WILLAMETTE Q.. 04 122 STARLIGHT DOG 1,566 CU. . 0 1 566 CU. FT' 25' ,,, ,,,01 so. FT. N/A N/A THE WEST,OF T Q. DOGWOOD FT. FT. 25, SPREAD Q FT. RANGE 1 w 1,566 CU. co CD 123 STARLIGHT ,,WOOD 0 N/A <I 124 STARLIGHT DO1/4";,wooD 11:688544 CU. FFFTT1"... 0 o/491 " N/A SQ. FT. N/A N/A 40 CU FT. D/491 20 ci 125 STARLIGHT DO?„_00o 1 654 CU. 4,360 - 314 SQ. ET. N/A N/A 0 c LUI 126 STARLIGHT DOGWOOD 4,360 CU. FT. 4,360 CU.CU. FFFTT:: 25'SPREAD SQ FT. N/A N/A 4) I- 119 441,533:66!CU. FT. 2205:SPREAD i READ/314 . 20 scALE IN FEET L1.2 127 STARLIGHT DOGWOOD 0 20' SP D/314Sa FT. N/A N/A ,.c to < 128 STARLIGHT DOGWOOD 4,360 CU. FT. 0 531 C . u FT. 1,654 CU. FT. 20' SPREAD /:1,1 SQ FT. N/A H FT. 2 129 STARLIGHT DOGWOOD 282 C - Li FT. 0 531 C-. (..J 130 pApERBARK Mi-'•-. - FT. 0 531 CU. FT. SPREAD/i 20' SPREAD'.--144 so.. FT. 20' S I.- 131 PERBARK MAPLE 531 CU, . 0 531 C_. . DIRECTLY OVER T W 132 pA , MAPLE ni j T 531 „_,_. F - 0 RF CANOPY AREA -A DIR_ WITH CT 0 pApERBAI‘'MAPLE H FT N CONFLICT 531 C-. - MATURE NG LOT) AL.TREE IS I 133 pApERBARK' E NG R PARKING 134 RBARK MAPLE TOTAL QUALIFYING AREA OVER DEVELOPMENT SUBMITTAL.c) pAPE (SUM OF CAN. Arborist, PN-6145B CNI 136 ISA;T;re'':e:: :: '''''' :: :: :: :1: :7: 103 541'3,531666C0 LICC.UUF..TFETT.. 00 SCHOOL ST (1.) CO 4,360 CU. FT. 2 282 CU. FF.:. -C-3 TOWNSHIP 2 SOUTH, .1 0 04 E 23 HE PARKING LOT SURFACE .,-- 7,966 SQ. FT. 6tii **TREE 108 REMOVEDAFTERINITIAL TDEENSSIGIONNO.EV CD CO SIDEWALK EX 2 _ m c32°33:.,5:71-9/1-E06:AN:: COPYRIGHT 2017 This document is an instrument of service,and DOWL as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with vega architecture Ilc GROUNDCOVER PLANT: .i►iVllf +.04101141•7i►iII REFER TO LEGEND FOR SPECIES O.C. rr',n '-I 720 SW Washington Street, #750 C/I5T SPACING { I _ ' Portland, Oregon 97205 4')! 0IHARDSCAPE ELEMENT � CURB/SIDEWALK I I 971-280-8641 _ --. I I;, 1/2 SPACING' I ,, 4 I - `/ DECIDUOUS/EVERGREEN SHRUB: ORE :TPA ;� �' 11' CI CI J REFER TO LEGEND FOR SPECIES ] �k 4�' Q5 13 O.C. _._. r SHRUB ROOTBALL { ,* C) SPACING I- f111111111141 3" MULCH LAYER EXPIRES t�5/ i/is I �...A. 40,104_,......e..41,....4. . 1.►�_ �'" ♦. a�!►.r+� � :_ _' FINISH TOPSOIL GRADE - _1 I I - V I I'. TOPSOIL: AMEND TOPSOIL PER LAB III= •• ' 4" 1 1 1= ANALYSIS AND TOPSOIL NOTES III :, `i` :II I I-I PRIOR TO ADDING FERTILIZER. 3" vega MULCH LAYER 1- -1 1� - .....41/' -'- >�" SCARIFY AND RE-COMPACT TO 4" HT. 1" LIP -1 I I -_ FINISH �`�`- r -- --,�� 111-111-111=111=111=111:=1111 I - 1 1I 1 1-1= EXISTING SUBGRADE.: `•: ..#+�w.► +!'Iw. � ! .► _' , ..LJ HARDSCAPE ELEMENT TOPSOIL - architecture c GRADE s. CURB/SIDEWALK r 2 x ROOTBALL • J 25107 genesee trail road GROUNDCOVER PLANT: REMOVE CONTAINER FROM PLANT AND * Y, t', ;: :_.. �.; REFER TO LEGEND FOR SPECIES SCORE ROOTBALLS TO LOOSEN ANY ROOT golden, co 80401 2" MIN. `I II„� - TOPSOIL: r '• ' - �' , �� • BOUND MATERIAL PRIOR TO INSTALLATION. _ 1 I"I`'r fl-1 1 1=1 11-1 ='f AMEND TOPSOIL PER LAB 303.872.0487 Ti=111=1 1 1=I I I11111 1=1 1 1I l 11 1 1 ANALYSIS AND TOPSOIL NOTES 11=111=-1 1 1�1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 PRIOR TO ADDING FERTILIZER. vegaarchitecture.COm \ EXISTING SUBGRADE ALL GROUND COVER SHALL BE PLANTED AT LOCATE GROUND COVER ONE HALF OF SPECIFIED EQUAL TRIANGULAR SPACING PER ON CENTER SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR SPACING AS SPECIFIED ON PLANTING PLAN, OTHER HARDSCAPE SURFACE, UNLESS OTHERWISE NOTED. Ilj GROUNDCOVER SPACING / PLANTING PLANTING NOT TO SCALE NOT TO SCALE ,2 N. STEPS: CC TREE INSTALLATION1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS 1. WHILE TREE IS OUT OF THE HOLE: OTHERWISE NOTED.AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT DEVELOPMENT. • REMOVE WIRE BASKET COMPLETELY. • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL&TILL IN 2" LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. L.LJ • LOOSEN TWINE FROM ROOTBALL AND • PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL IN ALL TREE/SHRUB PLANTING AREAS. REMOVE COMPLETELY. • PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL IN ALL PLANTER ISLANDS PLUS TOPSOIL MOUNDING REQUIREMENT. REFER TO DETAIL 5/L3.0 FOR TOPSOIL MOUNDING. unimml ' I 1 '4, 2. PLACE TREE IN HOLE. 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO DETERMINE THE SUITABILITY AND AVAILABILITY 3. UNFOLD BURLAP AND CUT AWAY OF THE EXISTING SITE TOPSOIL. THE CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP.AFTER RECEIVING mommi 1 AT LEAST 3/4 OF BURLAP. RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT THE EXISTING ON-SITE (. (-).'7jL * ' 4. BACKFILL TREE ROOTBALL 4 ! ‘ w/APPROVED AMENDED TOPSOIL. STOCKPILE WILL BE USED FOR THE PROJECT. 3. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, 1 WITH A PH RANGE OF 5.5 TO 7.0, FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH.AN ADDITIONAL SOILS MULTI-STEM TREE: = DECIDUOUS TREE: ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. REFER TO LEGEND FOR SPECIESREFER TO LEGEND FOR SPECIES 4, AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER, INORGANIC MATTER(SILT, ' 4,0e CLAY AND SAND), DELETERIOUS MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT"I.E. 2 LBS OF 15-15-15 GUY-WIRE 0 F PHOSPHORUSA , iit-li i ADJUSTABLE PLASTIC PER 10 0S ) OF NITROGEN, AND POTASH, NUTRIENTS AND ANY LIMESTONE,ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH + . REPORT AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO MOBILIZATION. Cr I�1 .,, 5. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD A 1 INCH LAYER OF APPROVED COMPOST HUMUS MATERIAL IN ALL TREE AND SHRUB PLANTING AREAS AND TREE (2)2"WOODEN STAKE, DRIVEN A WELLS. SUBMIT CUT SHEET OF COMPOST MATERIAL TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PURCHASE. C (2)2"x 8'WOODEN STAKE, DRIVEN MINIMUM OF 18" INTO EXISTING V A MINIMUM OF 18" INTO EXISTING .._ ._� UNDISTURBED SUBGRADE SOIL. 6. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY DIMENSION IN TREE/SHRUB PLANTING AREAS UNDISTURBED SUBGRADE E SOIL. 1/2 TREE HT. '�' AND 1/2" IN ALL LAWN AREAS, AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT WEED GROWTH. I CO - ADJUSTABLE PLASTIC GUY-WIRE SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER, PLACE REMAINING HALF OF THE TOPSOIL TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. r , TREE ROOTBALL TREE ROOTBALL v 1 • \ 7. WITHIN TREE WELLS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO A MINIMUM DEPTH OF 18"AND REPLACE WITH AMENDED TOPSOIL, ADD ADDITIONAL SOIL AS REQUIRED PER CITY DETAILS AND NOTES. N N 3" MULCH LAYER 3" MULCH LAYER 8. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR IMPORTED TOPSOIL AND COMPOST MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN APPROVAL. immal • ..►+ate:) 6,31% 4. i I4 1s. 4.);4'►.4.x74.#'. I4 4-6 4', .a�tsA 4!I -'�!Ii♦`' +�`!`«' �! :. !Iw+ !I _ FINISH TOPSOIL GRADE ` FINISH TOPSOIL GRADE y '. I..m. i I I • -+H TOPSOIL:AMEND TOPSOIL PER LAB �� 1 I I=1 =11 :'''..',F1 -If1-11 1 � TOPSOIL:AMEND TOPSOIL PER LAB ROOTBALL =_ .. = - _ TOPSOIL NOTES CC �' -III- ANALYSIS AND TOPSOIL NOTES in _111_111 't 4" ` 1 I-I I I I= ANALYSIS AND TOPSOIL NOTES DEPTH I- I 4 111=-1 =1 7E111 I I I=I PRIOR TO ADDING FERTILIZER. = I I i.; :::_i: I I PRIOR TO ADDING FERTILIZER. V 0 _ - 1$' MIN. =1�I=1�I /. ►:: . =1I 111= = I :. : ��i T�� i`' /'/ l� !/�.ir�i� SCARIFY AND RE-COMPACT TO 4" HT. ^ //r ,N ,R, /�! ... SCARIFY AND RE-COMPACT TO 4 HT. =III-''r "_ -I 1 I I II 1 _ - - - - 1, CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, IA 0 cn A„ci -I - _ _ =1 i i-1 Tri 111-FIE-1 1 1-III= 11=F -,1 1 I---11 1 I- EXISTING SUBGRADE =1 I I III 1 I I I I=) I I=I I 1 ( ( III- EXISTING SUBGRADE WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. LC) LL 18" MIN. -III= I I 111=111=111=111=11 1=111=11 2, CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH, DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. 8 2 x ROOTBALL 1=111.-111 111=111-111-111 I I I I--III- 0...REMOVE CONTAINER FROM PLANT AND ., IIII11I II I 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE ARCHITECT. r T- -1 ( 1-1 1 1-1 1 1-1 1 I-1 1 1-1 1 I 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. • �/ SCORE ROOTBALLS TO LOOSEN ANY ROOT CO N. ce, - BOUND MATERIAL PRIOR TO INSTALLATION. / 2 x ROOTBALL ir 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. r' 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING, TO PROVIDE A SMOOTH SURFACE, FREE OF IRREGULARITIES(BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. Ci-j MULTI-STEM TREE ! SHRUB PLANTING NOT TO SCALE ,4 DECIDUOUS TREE PLANTING NOT TO SCALE 8. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 06.20.2017 9. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. PERMIT + CONSTRUCTION 10. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS INDICATED 3" MULCH IN THE TREE PROTECTION PLANS. TOPSOIL 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 4OI w. - 1" 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED BY THE CONTRACTOR. '' 4.410', MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER.WARRANTY ALL FOUNDATION PLANTINGS AND LAWN AREAS FOR "'•:•:'-f•-'-':"-;,41!..1 ONE YEAR, AND ALL WATER QUALITY FACILITY PLANTINGS FOR A PERIOD OF 2 YEARS FROM THE DATE OF ACCEPTANCE. enr) \ .‘f ' 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. / i '. s" TOP OF BARK MULCH 14, PROVIDE 1' LAYER OF COMPOST IN TREE AND SHRUB BEDS. TILL COMPOST IN TO AMENDED TOPSOIL PRIOR TO TREE AND SHRUB PLANTING. INCORPORATE ANY SLOW RELEASE FERTILIZERS TO THE TOP 4 INCHES OF TOPSOIL. m ', f _ -v ,� TO BE 1" BELOW 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN �• BACK OF CURB. APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH a) PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. `) CV 1.1 NOTE"A": 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,THE Q LANDSCAPE MOUNDING HEIGHT CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERAIL (AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E. 4" f0VARIES BASED ON PLANTER POT TO ONE GALLON CONTAINER, 2"CALIPER TREE TO 2.5"CALIPER). LY1 _ WIDTH AS FOLLOWS: 17. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, I- W BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING,AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR ` INSIDE MOUNDING h PLANTER HEIGHT TOIMPLEMENTATION. Q WIDTH 18. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE 3'-4' 3" SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE Cr5'-9' 6" OWNER, NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL,ADVERSE 10'-20' 9" DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. 4; © 20. PLANTING RISESTRICTIONS: PLANTING NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. Y PLANTING DETAILS N ..w . ,- . .w 1rJ .0. 4'I VARIES-SEE NOTE'A'ABOVE A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT. �� f0 B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT. 46 c AND NOTES � _ ; V . " ' C. WET WEATHER: HEAVY RAINS AND/OR SATURATED SOILS. � • - 3 y+ D.WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. CO � �I I I 1 I � .kt •� .. III I-i _ 21. PROPOSED PLANTING SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WHERE INDICATED.ALL OTHER PLANTING AREAS WILL BE SERVICED BY HOSE _ y OR WATER TRUCK, °° I I I _ . / .r/_ i�. •;. I I I PEG 22. DO NOT LOCATE TREES IN EASEMENTS. CN I I I I 1=1W---1 I-I I I{ III=III=111=1 I I. 111=I 11 E _ _ 23. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. .Q -1 1 1=1 1 1-(11-111-111-111- 1-111-11 24. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE THAT DO NOT WILL BE REJECTED. CALIPER TREES SHALL BRANCH AT 6'HT., UNLESS APPROVED -III-III-1 I-III I I I-111-1 I IIII- c. - - - - _ - -otp - _ BY THE LANDSCAPE ARCHITECT. Q (I) oi m 5 SOIL MOUNDING: ISLANDS AND PERIMETER NOT TO SCALE 1 LANDSCAPE PLANTING NOTES a L1.3 u) COPYRIGHT 2017 D El W L 1 This document is an instrument of service,and as such,remains the property of the Architect. 1 Permission for use of this document is limited and can be extended only by written agreement with vega architecture Ilc WWW.DOWL.COM 1 :1/ \-,\ , 720 SW Washington Street, #750 I ,��,S�' _, Portland, Oregon 97205 -' 4'„ j PROPERTY LINE � "' WEATHER SENSOR 971-280-8641 _.__.., . . ._ rr,-,.� IIP o J � b. i - _) J ►� .�.�.�._.J .�..�._._._� � • TRI -YNOR ..� .�•ir•,,•x.•11•,1. •�•_1 . �. IF J I ® ,- 15.6 ,s-` � rk Cir , � �, J , I J J - � C4- CS \ r fk PE,� �, � ' , _ I . 1 J 1 I ,J J J �- ," D R��°I 1 `�, Af' U U� JJ �\ i �J or,: „- EXPIRES - /31/18 J I I I r. .. / 0 P w "zfr CONTROLLER ^ •J° r � . / >- co \ \ iegaE) vega . „ ., ,. , 1 __._ , o , I / . ,. � ‘ • ,, , PDC � q. J J\\Nv ��; cw., R.o - --- ;. _�`tyi p�� „„ RD • R P v . . v' •� . AMITY 4"iII IA\� ff. _, ... ,V,•o JJ ^ :� J P 9 P a , . _ architectureIIc - �® . J J j PE 'K'COPjPER /.r D, , , m0I Po '~' I ' I IRRIGATION MATERIALS AND LEGEND 25107 genesee trail road C,SYSTEM , D I �' / t,}ER ICE LINE t� D I=-=PaW i v - J/ golden, co 80401 / B CKFL�`W CO m I SYMBOL NOZZLE & SPRAY BODY GALLONS PER MINUTE P.S.I. RADIUS v �. •. Y e 1 i , J I .- D P Iy MP ROTATOR ON PROS-xx-PRS40-CV SPRAY HEAD* 360° 210°-270° 90°-210° 303.872.0487 1` " li I I o :, : f -�_? 00 0 ( HUNTER MP1000 OLIVE=0,65 LT BLUE=0,48 MAROON=0.45 40 14' vegaarchitecture.corn /1 L/ ,- 14 ) • 3 _ �' ` J I• \ 0 C) 0 HUNTER MP2000 RED=1.27 GREEN=0,95 BLACK=0,86 40 20' 11, o -- r \ � = YELLOW=2 37 BL = 12 / �, I' ° / I P'y© o ; , --1,,,,....„._----" �, 4-r". :--Li GOO HUNTERMP3000 GRAY 3,15 UE 2. 40 30' / �;o- r• ;I HUNTER MP3500 LT BROWN=3,29 40 35' / �, 1. 8.553 _ ---- - - / I / W D / •• Ice 1 HUNTER MPLCS515, MPRCS515 LEFT STRIP:IVORY RIGHT STRIP:COPPER =22 40 5'x15' i W �_•, ry r ►' s HUNTER MPSS530 SIDE STRIP:BROWN =0.44 40 5'x30' D , 2 > d r/ © HUNTER MPCORNER 45°-105°:TURQUISE =0.45 40 14' 1 / I > I ^ o P I i ® HUNTER SHORT RANGE MP800SR-90 90°-210°:ORANGE =0A9 40 10' ,.� i PROPOSED SPECIALTY ^ . ' --- r:c - / �, I 0 RETAIL STORE v.�}, --i-1018.7 / 1 HUNTER SHORT RANGE MP800SR-360 360°:LIME GREEN =0,78 40 10' / © i I D ` " / * MP ROTATOR NOTES: U..I ///i//1////, _ a� t i! __ X INSTALL 4" (-04) POP-UP HEADS IN SOD LAWNS, PARKING LOT ISLANDS AND CAR BUMPER OVERHANG AREAS, � U v I, I• \J4 INSTALL 12'�I, - °-M (-12) POP-UP HEADS IN MEADOW AREAS. ;� I P mummill 11 d' II \c/ I j FIXED BUBBLERS GPM P.S.I. RADIUS coiimmom D . i I / O HUNTER PCN-25. TRICKLE PATTERN - INSTALL ON PROS-00-PRS40 SPRAY BODY 0.25 30 2'-4' v I G7 I •, R I I• V / J� ii N, U \� • ' I / I D / / fI - MAJOR SYSTEM COMPONENTS �_ I . , I e �. GJ1-1415I POC, POINT OF CONNECTION: Imil J / v , D. 4ai brie- I I DISC METER: 1" IWMI D / i I T, r�__ I 8fl BACKFLOW DEVICE: 1.5"WILKINS 350. UJ / L - I I Io - .I a 9 I� , jt i I /; j Q MASTER VALVE: 1,5" HUNTER ICV-151G-FS-AS-ADJ JIIIIIII I I j (INSTALL w/FILTER SENTRY&ADJUSTABLE PSI DIAL, SET TO 70 PSI AND NORMALLY CLOSED) Cr / .•t .. • 8.38okk; �� / o ). • - .... _ ..... 4 , .. _ M I LT•, ._•...._.�.. .�-1 ,,, • •, �• _�•,""'I _.J I %i//moi///7 POINT OF CONNECTION INSTALLATION NOTES: ` - ' ' ' • - -•-•�-:-..-: , . , " � � -` • INSTALL METER IN STANDARD CONCRETE METER BOX WHERE INDICATED. - _ . v I �44\ y` •�_ "LL _•_ J_• P. o _ - ' , � • INSTALL 1.5" TYPE-K COPPER PIPE AND NECESSARY FITTINGS BETWEEN METER AND BACKFLOW DEVICE. ® 6 _ _ • BOX, OLDCASTLE#1730 24" HT. (OR APPROVED EQUAL) JJ�i''t� '' • INSTALL SCHEDULE©EPVC PIPE AND FITTINGS BETWEEN BACKFLOW AND MASTER i f► ROP . M _ i. _ v v. D v D 1 P S VALVE REFER TO 6„^",' ..i_. ....fes. 1 �•ls... . - © /a V .o © PI I. �7- D= - '„- Ll;,,C;•...»'y•s. :..:;..z'. (Y) / i P o J�I. ,,, 13e' F•+' ..:+ DETAILS FOR PIPE AND FITTING SIZES, . i ll7 D v ; a W - - -` ^v '.r �,�, ( �r tvl, .r-P ,,. i ,.. “,,,,,,;;::.1..,,,,,„%.,-.,-,...,,::.., . :-/-.:i •..:.., . ..: u v C G-rte l D o t�rl�8�} r , t �-T�� -----"- - • _- • 1 _- '- F..•,-s,,., .„Li::• :.,...'!..:. .....'.;•%,.�a.s.: ;:,t.,;...,.,,,,;. • INSTALL 1.5 SCHEDULE 40 PVC MAINLINE DOWNSTREAM FROM MASTER VALVE. 0 CSI s �" to .:. -+a ,� v ~'\�„ • 't� ' � .. ,.._„ ,-,».,,..,.,. ! _..- .a - „; _ . . _`� , - _ E. '� R. v q 9 _ ;. . l �_, �,: �.,•,r ;= ce SENSOR PORTS: N `.' // Pa T 5T ST- a p4 -r-=-- d �z �^ ,�`� •_ _ WIRE MASTER VALVE TO CONTROLLER MASTER VALVE PORT: MV1 N N. /�,ti` d© e \\5��„� _ !__ ��, ✓ -��„ ` , �_ s ss 5 • WIRE SOLAR SYNC WEATHER SENSOR TO CONTROLLER SENSOR PORT: Si CD f , (n ` NN \ v SW PACIFIC HIGHWAY (HWY 99W) cc, < F- a. N `... _ _ 0CONTROLLER: /0 MFG: HUNTER PRO-C. BASE MODEL:PC400. INSTALL ONE (1) PCM-300 MODULE TO CREATE A • �^ 0 N _ ... _ _ _ SEVEN (7) STATION CONTROLLER, MOUNT ON EXTERIOR WALL OF TRASH ENCLOSURE INWvJ- - LOCKING PLASTIC CABINET. N.,r(1'4iln'�'^^�.1- V4i1\.,�,Yt i.sia�9� _ rim / - �•��-��' WEATHER SENSOR: _- - S'�, e HUNTER SOLAR SYNC: MODEL SOLAR-SYNC-SEN. (WIRED SENSOR ONLY) INSTALL SENSOR IN LANDSCAPE • T 0 AS SHOWN, ON GALVANIZED METAL POLE. SENSOR SHALL BE A MINIMUM 10'ABOVE FINISH GRADE. N. M MOUNTING POLE LENGTH SHALL ACCOUNT FOR 18" REQUIRED FOOTING. (11'-6" MINIMUM POLE HT.) (1/11) T ' ' R R I G AT I O N GENERAL N O E S 5A+ SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE 1 2'" SPRAY ZONE NUMBER AND CONTROLLER PROGRAM/VALVE SIZE 1. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH A MAXIMUM STATIC WATER PRESSURE OF 75 AT THE POINT OF CONNECTION FORA RANGE OF ZONE VALVE 13. IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. ZONE CONTROL VALVE HUNTER 06.20.2017 SPRAY FLOWS BETWEEN 5 AND 50 GPM. CONTRACTOR TO VERIFY ACTUAL SITE PRESSURE AT THE TIME OF CONSTRUCTION. CONTRACTOR TO NOTIFY LANDSCAPE ICV, COTRIAL PLASTIC GLOBE VALVE PERMIT+ CONSTRUCTION ARCHITECT OF ANY DIFFERENCES PRIOR TO INSTALLATION OF ANY IRRIGATION COMPONENTS OR MATERIALS, IF CONTRACTOR FAILS TO NOTIFY LANDSCAPE 14, ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE(3/8"MINUS)MATERIAL, IMPORT SAND IF NECESSARY. BACKFILL IN TWO OR MORE ARCHITECT,THEY ARE FINANCIALLY RESPONSIBLE FOR ANY NECESSARY SYSTEM ALTERATIONS THAT RESULT. COMPACTED LIFTS. SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE BROUGHT BACK TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE. 1"VALVE (MODEL: ICV-101G) 1-1/2"VALVE (MODEL: ICV-151G) 2. PORTIONS OF THE IRRIGATION SYSTEM ARE SHOWN OUTSIDE OF THEIR INTENDED LOCATIONS/ALIGNMENTS FOR GRAPHIC CLARITY. IN THESE CASES, LOCATION 15. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. QUICK COUPLING VALVE, KEY& SWIVEL IS SHOWN IS FOR REFERENCE ONLY. ALL MAINLINE, LATERALS,AND CONTROL WIRES SHALL BE RUN IN LANDSCAPE PLANTER AREAS AND PARKING LOT ISLANDS ® HUNTER 3/4"QUICK COUPLER= HQ-33DLRC KEY= HK-33 SWIVEL= HS-0) UNLESS OTHERWISE NOTED. SLEEVE PATHS INDICA I ED ON PLAN ARE THE PREFERRED LOCATIONS FOR ALL PIPE AND WIRE CROSSINGS,ADDITIONAL CROSSINGS 16, ALL PLANTS REQUIRING MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL. EMISSION POINTS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.CONTRACTOR TO REFER TO THE LANDSCAPE PLANS FOR TREE AND SHRUB LOCATIONS WHEN INSTALLING AT ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE, MIDWAY BETWEEN THE CENTER OF THE PLANT AND THE EDGE OF THE ROOTBALL. iI 1 ISOLATION VALVES: REGULAR PORT THREADED BRONZE BALL VALVE LATERAL LINES AND FIXED BUBBLERS. LOCATE ALL VALVE BOXES WITHIN SHRUB AREAS SO THAT THEY ARE VISUALLY UNOBTRUSIVE. APOLLO 1" MODEL: 32-105-01 17. THE CONTRACTOR SHALL PROVIDE IN-LINE AND/OR SPRINKLER CHECK VALVES AS REQUIRED THROUGHOUT THE IRRIGATION SYSTEM LOCATED WITHIN A SLOPED APOLLO 1.5" MODEL: 32-107-01 3. CONTRACTOR TO PROVIDE OWNER WITH"AS-BUILTS"FOR THE INSTALLED IRRIGATION SYSTEM PRIOR TO FINAL ACCEPTANCE OF WORK.AS-BUILTS TO BE AREAS TO PREVENT LOW IRRIGATION HEAD DRAINAGE. ©? HANDLED ON A DAILY BASIS DURING INSTALLATION OF SYSTEM. a18. 24 VOLT WIRE SHALL BE TYPE"UF"600 VOLT, SOLID COPPER, SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEAR UL APPROVAL FOR DIRECT PIPE AND SLEEVING -a 4. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES UNDERGROUND BURIAL, COMMON WIRE IS TO BE 10 GAUGE WHITE; CONTROL WIRE IS TO BE 12 GAUGE RED(USE NO BLACK WIRE), TAPE AND BUNDLE WIRE AT 10' 1.5" MAINLINE- SCHEDULE 40 PV - a OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR CONFLICTS SHOULD BE O.C. LAY BESIDE MAINLINE. SPLICE IN VALVE BOXES ONLY USING MANUFACTURED DRY-TYPE DIRECT BURY WATERPROOF CONNECTORS. PROVIDE 24"SLACK AT -• AI C (0 30 GPM) N Q BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL EACH ELBOW IN MAIN LINE AND 30"SLACK AT EACH REMOTE CONTROL VALVE LOCATION. PULL ONE ADDITIONAL YELLOW 10 GAUGE SPARE WIRE TO THE MOST N N 1" LATERAL-CLASS 200 PVC (0-16 GPM) O ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. DISTANT VALVE LOCATION IN ALL DIRECTIONS OUT FROM THE CONTROLLER FOR POTENTIAL FUTURE USE. ¢1 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS,STRUCTURES 19. LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BEA MINIMUM OF 2" BELOW THE BOTTOM OF THE VALVE/FILTERS SO THAT THE COMPONENTS ARE 1.5" LATERAL-CLASS 200 PVC (16-30 GPM) AND UTILITIES, ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY COMPLETELY VISIBLE. ALL PEA GRAVEL AND/OR DEBRIS TO BE CLEARED FROM TOP OF VALVE/FILTERS AND THE LIP OF THE VALVE BOX, W CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL COORDINATE THE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE UNDERPAVEMENT SLEEVE (n SLEEVES AND LATERALS THOUGH WALLS, UNDER ROADWAYS AND PAVING,AND THROUGHOUT THE LIMITS OF WORK, 20. ALL PIPING SHALL BE THOROUGHLY FLUSHED PRIOR TO EMITTER INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY FLUSHING OF EMITTERS 'mm•' 4" DIAMETER SCHEDULE 40 PVC FOR MAINLINE AND LATERALS, Q DUE TO CLOGGING FOR THE DURATION OF THE MAINTENANCE PERIOD.ANY PLANT MATERIAL THAT DIES DUE TO EMITTER CLOGGING SHALL BE REPLACED BY THE 2" DIAMETER SCHEDULE 40 PVC FOR VALVE AND SENSOR COMMUNICATION WIRES. 2 6. 120V AC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR AT NO ADDITIONAL COST. EXTEND SLEEVES 18" INTO LANDSCAPE PLANTER ON BOTH SIDES OF CROSSING. CDCOORDINATING THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER WITH AN ELECTRICAL CONTRACTOR, LICENSED IN THE STATE OF I- OREGON. THE FINAL CONTROLLER LOCATION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 21. ALL VALVE BOXES TO HAVE OVERLAPPING LIDS WITH LOCKING BOLTS. ALL VALVE BOXES LOCATED WITHIN PLANTING AREAS SHALL BE DESERT TAN IN COLOR, ft ALL BOXES LOCATED WITHIN TURF AREAS SHALL BE FOREST GREEN.WHEN RECLAIMED WATER IS USED REFER TO RECLAIMED WATER USE NOTES FOR ADDITIONAL O 7. PROVIDE ELECTRICAL AND IRRIGATION SLEEVES UNDER PAVING TO ALL PLANTING AREAS AS SHOWN ON PLAN. PREFERRED CROSSINGS ARE INDICATED. INFORMATION ON VALVE BOX COLOR. ADDITIONAL SLEEVES OR DEVIATION IN LOCATION SHALL REQUIRE THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. O 22.THE UNDERGROUND EXTERIOR OF ALL IRRIGATION BOXES SHALL BE WRAPPED IN A WEED-BARRIER LANDSCAPE FABRIC PRIOR TO BACKFILLING FOR A WEED FREE / 10. MAINLINE PIPING, LATERALS AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. LANDSCAPE CONTRACTOR TO COORDINATE ENVIRONMENT ON THE INTERIOR OF THE BOXES. INSTALLATION OF IRRIGATION SLEEVES PRIOR TO CONCRETE BEING POURED. REFER TO THE CONTROL/SENSOR WIRE CONDUIT SLEEVES SHALLOF SUFFICIENT SIZELANDSCAPE FOR DOUBLE THE REQUIRED NUMBER OF WIRES OR PIPE. 23.THIS IRRIGATION DESIGN IS BASED UPON USING THE SPECIFIED EQUIPMENT IN THE INSTALLATION/FABRICATION OF THE SYSTEM.CONTRACTOR, UPON APPROVAL cu OF THE OWNER AND/OR LANDSCAPE ARCHITECT, MAY SUBSTITUTE PRODUCTS/MANUFACTURERS AS LONG AS ANY CHANGED EQUIPMENT MEETS OR EXCEEDS THE IS PLAN U) 11, PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF SPECIFICATIONS OF THE ORIGINALLY LISTED ITEM. CONTRACTOR TO BE RESPONSIBLE TO ENSURE THAT THE IRRIGATION SYSTEM OPERATES AT OPTIMUM SERVICE LARGER SIZES MAY BE APPROVED BY THE LANDSCAPE ARCHITECT. IF NO PIPE SIZING IS SHOWN ON THE PLANS REFER TO THE PIPE SIZING SCHEDULE ON THIS SHEET LEVEL. E FOR ADDITIONAL INFORMATION, MA 24.THE SYSTEM, UPON COMPLETION,SHALL PROVIDE 100%WATER COVERAGE TO ALL NEWLY INSTALLED VEGETATION. IF EXISTING PLANT MATERIAL IS TO REMAIN © 12, IRRIGATION HEADS,VALVES,AND CONTROLLER TIMING SHALL BE ADJUSTED TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO ADJACENT ON SITE, THE NEW IRRIGATION SYSTEM SHALL BE MODIFIED IN THE FIELD BY THE LANDSCAPE CONTRACTOR TO INCLUDE ALL EXISTING MATERIAL ON THE NEWLY , N CURBS, STREETS,WALKS,WALL AND EXISTING STRUCTURES. IF NECESSARY,THE CONTRACTOR SHALL ADJUST HEAD SPACING, NOZZLE ARC/TRAJECTORY,OR INSTALLED AUTOMATIC IRRIGATION SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR THE INITIAL PROGRAMMING OF THE CONTROLLER AND SHALL WARRANTY THE PEG _a E INSTALL ADDITIONAL HEADS TO ENSURE PROPER COVERAGE, SYSTEM TO BE FULLY FUNCTIONAL UPON PROJECT COMPLETION, L ❑- Q) Q- 20 0 20 cu 40 SCALE IN FEET c m L2.015 01)L 0 COPYRIGHT 2017 This document is an instrument of service,and DOW !. as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with vega architecture llc PLASTIC STANDARD SIZE COMMUNICATION WIRE: # ■ .COM' RECTANGLE VALVE BOX COIL A MINIMUM 3'OF 720 SW Washington Street, #750 1 J SLACK IN VALVE BOX �� BACKFLOW DEVICE 2" MASTER VALVE PLASTIC STANDARD Portland, Oregon 97205 PLASTIC RECTANGLE VALVE BOX, 2" SCH 40 PVC NIPPLE (2) -- RECTANGLE VALVE BOX �� SIDE VIEW FRONT VIEW 971-280-8641 LENGTH AS REQUIRED SHUT-OFF VALVE(2) REFER TO LEGEND FOR TYPE ( ) WATERPROOF WIRE II;1111, Ife CONNECTORS 10" ROUND p�, � � SLIP x FIPT UNION 2" SCH 40 PVC NIPPLE SLIP x FIPT UNION (2) VALVE BOX 2.5" FLOW SENSOR t-4 SOIL GRADE SOIL GRADE - MAINLINE: PVC SCH 40 SOIL GRADE ' ' MULCH „.....:\ MULCH MULCH ADE - - _ -^ _ Ii. ( �I" Ilhlll`I11�i�1 �I , 1 It, .I�i-I�1-1�1 I I fir_ ��1��—�� IR‘,„,,,_,,,,,�' fE TIE I EI i 1-1 i i_I i I_ �i I-I i r=i�-�i I- -,,,,T III I I_i I I_ i i Iii _ I I_I I�_ I i I,,+ I I-I I I-�I I I_ 'a :2-,_-_-:1E1- 11=111:71117.74 I 1= ISI 11=1 I I T TO MASTER z i ".. l,l�-1 11=11 ` �I l l: 1-1 11E111=11. [E-111= LE—i 11E111E11EXPIRES 05/31/18 ;11 I- — as _ E I l 1- _ 111 _111 1 I 111 t- ..� 1 I I�1 , VALVE � V - ''° I I L TO SYSTEM 11—r .,,�, 11 I_ -III, III,, 111---=,--- _,_ PI FLOW „ ++°in iii Elt Cis 1.5”• F 1.i. � _ ,4- _ �. I - FLOW 3/4"' LOCKING QUICKq' - rru. 1.5 It 1 vega i ir, i,4`ry� ,_ iiI i/f v i „ COUPLER VALVE� �� Illl1 1 �II� ! Jk. _..f 1„_■ t FROM FLOW 1.5” 1.5 MAINLINEFROM DOMESTIC - -_, a .; `�GKF W � ► �. ,ir :3, " • • `M . 't4✓11-5 ' 1.`i.it,„ k.Ma w� !i `a Zee::il00 BA LO �_ ,.� , 1 t 3 LAYER OF 3/4 CLEAN ilitAtkoolk>BUILDING ' S' • r, - � <_� �. � , , �...��. TEE �- 4 - �. .-»-�,,� .• � :.n �c�� ..�f.- �i..�., l� COMPACTED GRAVEL � .. y..;° �t�- „ . � � ..�� SERVICE LINE SCH 40 TEE TO ! SCH 40 PVC NIPPLE: ,� � +� -r. • `�i -0.0Pt. u• i i,", p* � y-. QUICK COUPLER: MIN. 10x MIN. 5x 0 - LENGTH AS REQUIRED. p . sS,o .w �_.— ..,. - . ,- .. s +� MASTER VALVE AND - ,,,' c+� N REFER TO DETAIL 3 PIPE DIAMETER ( PIPE DIA. "= — architecture l i c FLOW SENSOR WIRE MAINLINE:2" / i�t� I+. - MAINLINE: TYPE 'K' COPPER MAINLINE: PVC SCH 40 PATH TO CONTROLLER SCH 40 PVC -- ` _ - 25107 genesee trail road 3" LAYER OF 3/4" CLEAN 3" LAYER OF 3/4" CLEAN FLOW SENSOR INSTALLATION NOTE: 3/4"T x 3/4"T SCH SCH 40 PVC NIPPLE golden co 80401 COMPACTED GRAVEL COMPACTED GRAVEL INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE 40 STREET ELL LENGTH AS REQUIRED. DIAMETER STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS 3/4"T x 3/4"T SCH 40 ELL MAINLINE: 1.5" SCH 40 PVC- OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE 303.872.0487 MIN, 5X PIPE DIAMETER OF STRAIGHT, CLEAN RUN OF SCH 40 PVC NIPPLE: vegaarchitecture.com PIPE, NO FITTINGS OR TURNS. LENGTH AS REQUIRED. 3/4" FIPT x 3/4"MIPT SCH 40 STREET EL 3/4" SCH 40 PVC NIPPLE (HIDDEN) LENGTH AS REQUIRED. 1.5"Sx 1.5"Sx3/4"T SCH 40 TEE (COM \\,... BACKFLOW # NOT TO SCALE MASTER VALVE L O NOT TO SCALE QUICKCOUPLER VALVENOT TO SCALE ILI SOLAR SYNC lawasul HUNTER I CORSEMS®R: WIRE TO PLASTIC STANDARD SIZE sammain CONTROLLER 111 SENSOR PORT: S2 CONTROL ZONE VALVE --t RECTANGLE VALVE BOX sll (2)SCH 40 PVC - ZONE ID TAG: INCLUDE STATION THREADED NIPPLES NUMBER AND CONTROLLER PROGRAM ° •�,^^ a , _ �-- — ! ` BOTH SIDES OF VALVEFin5MI PLASTIC STANDARD SIZE _ 3'-0"O.C. (LENGTH AS REQUIRED) WATERPROOF WIRE CONNECTORS RECTANGLE VALVE BOX $ i SLIP x FIPT UNION: COMMUNICATION WIRE: COIL A UJ 10'-0" MIN. ,p1 : (2) SIZE PER LINE. MINIMUM 3' OF SLACK IN VALVE BOX BRASS MANUAL ISOLATION n SOIL GRADE VALVE w1 LOCKING HANDLE — I SOIL GRADE BRASS MANUAL ISOLATION METAL PIPE STRAP MULCH VALVE w!LOCKING HANDLE MULCH --, __ 1 _ �I . 1/2" SCH 40 PVC j I CONDUIT FOR -1111-)1-11 1 +-�tz -+ii-ill- --L-1:11 .1:1171141-1±-1._ � �i-iii it I I ni-�i�ii+-i —i 1�111=11( _ I l l I1-111-1 I k POWER ! I COMMUNICATION -I(ITIS 111 l IA ,= = =I I 1=1 I Ii 1 TIE-11 1=T=1 I I I L-1 I F�--I 1 I= � �' �, �� 1 h! 1 11 l=1!1- Ii 1=�(1-111 1 -III-11 I--11 MAINLINE: SOURCE 1 1 GALVANIZED HOLLOW WIRE FRAM POLE 11OW , I I 11=1 1=1,5"SCH40PVCTEEL POLE, /GALVANIZDMOUNTED SENSOR i"I; 14 I w1 `r _ - ! TO ACflOUNT FOR THE 16°' F� ! 7OIL GRADE rte_ i SLIP x SLIP STREET ELL: SIZE PER LINE. """' MULGH I ► _ 111■I�� - t s ir < Elm* 1.5"S x 2""T COUPLER BURY IN CONCRETE FOOTING. 1111---‘1),NLipp. SCH 40 PVC NIPPLES ON BOTH SIDES OF iPIPIOWgni \ '`+, STREET ELL. (LENGTH AS REQUIRED) NCO i. i`r w� .i (BOTH SIDES OF VALVE) I I _I lI'4 I I I LATERAL LINE: '�i�►u+ " .* 1#;1 -F- . ', ZiO. -711::',-,i7---401111 -I 11--11 - 1 (617 ---S11:=111-- 111 14 �+► , 1.5"THREADED NIPPLE 1==111=1 " 11N . p.111 11 111=111- SIZE PER PLAN CONTROL ZONE VALVE WIRES 3"LAYER OF 3/4"CLEAN : 114-- 11'.=--'111,-'111; A }=111 I I = 1 LL FLOW 4' COMPACTED GRAVEL (BOTH SIDES OF VALVE) 3" LAYER OF 3/4"CLEA` anagamo CE Cl. Ct ..._-t---- - r 18" MIN. pT x THREAD)S T x(LINE SIZE COMPACTED GRAVEL y i _ ) SCH 40 PVC TEE EXTEND WIRE PATH AN; 4" J� C .. SPLICE AS NECESSARY TO REACH CONTROLLER Q MAINLINE: 1.5" SCH 40 PVC W ci co ,0 4" LOCATION. MANUFACTURER "� "� LO LI— RECOMMENDS WIRE RUNCL ' "" , MAX DISTANCE OF 204, USE CONDUIT FROM VALVE WIRES FORcs4 BETWEEN SENSOR AND SOLAR SYNC SENSOR CONTROLLER, COMMUNICATION WIRE TO THE N,,, CONTROLLER. BURY WIRE A MINIMUMCO T I...... OF 12" BELOW FINISH SOIL GRADES.r*4-j, MANUALraj CONTROLLER WEATHER SENSOR & ISOLATION IL PROBE OZONE L INSTALLATION NOT TO SCALE 06.20.20 17 PERMIT + CONSTRUCTION F 'ASH '. \ , °_-� 1 +—+ r + POP-UP: TREE / SHRUB MULCHED I =1 1= I—� I (-i--H=."( - SCREENED BACKFILL: -III= 1 ,� AREAS I i_l I I III1/2 MAXIMUM ROCK DIAMETER 12" MIN, -1 11= 11=1 I=III= I= TRACKING WIRE 12" FROM FINISH GRADE 11=111____111 t'lIIDEPTH - — = /2x PIPE DIA - LATERAL LINE =III— I I 1 BUBBLER NOZZLE: SET BASE OF 18" MIN, 11=11 I—I 1 1 ,� r I - ATTACH ZONE CONTROL&SENSOR . NOZZLE AT FINISH MULCH - x� � b ,, Jr, =) I =1 1 I �T ' wv, I I WIRES TO MAINLINE AT INTERVALS __ FINISH MULCH GRADE co 1 1 --1 i I- I I r 1 11=I 11=1 OF 25,_0" __ _— 4 ., MULCH GRADE j -`� -111=1 I 1 � ` zi — MAINLINE FIXED SHRUB ADAPTER I �� ,I^I11=111= p w -' I I=1 11=1 11- . _ « ' % I I I=I 11=1 CLEAN BUILDER'S SAND FINISH SOIL GRADE c" =11 I=11 =l j I PI E DIA;I 1 I III=1 11= / v FINISH SOIL GRADE 1 [E T( I�+ +T I--111=11f-_-_--111---- 0 1►1 111 ¢ ¢ 1 I—I 11-1 1 1;_ _71-111-111-111-117-T i-111-iii-r i i r r i—r i i— —fi te l- =-1 I 1=11 EH E HE111=11 EE =11-1 I hI 11 1 1 1 1 1=( I 2 —' 1-111.1 I I-�.I I I 'MEd F M=H , �E-111—_11 IEI 11- W III I I I=1 I I^)I E T 1E-111E71111 11TZ- /2'" SCH 40 COUPLER �/} S REFER TO LEGEND Q p !•` SLIP x MALE THREAD 2 IRRIGATION TRENCHLANDSCAPE NOT TO SCALE (9 I 1/2" PVC CLASS 200 RISER 0 FINISH GRADE ----"S" STAMP IN PAVING TO MARK SLEEVE (+1- 12"LENGTH) "11SWING JOINT:- HUNTER'PRO FLEX'TUBING, 1 HARDSCAPE PLAZA OR ROADWAY PAVING ,I 4 d HSBE-050 ELBOWS(2}, & ACVI N Gal` AP . ' 04041004 __ MARLEX STREET ELBOW(1) s_. I_ K..i:..�:�.ii.l r►r.,.i ri ri.� N _ _ f � 1/2"S Fa IRRIGATION 4,�/�� SCREENED BACKFILL, 1/2" MAX, ROCK DIAMETER © 'III—I I I /� �� 6" I _ 115 tU as — / TRACKING WIRE. LOCATE IN TRENCH AT DEPTH ^ I a) cn z ' : (max li 1.E to l///:11 (- I ..„�,. -, - - ... . ■�■„. (� I .. I I ABOVE MAINLINE DEPTH � } ---_ (_ -....�� co DETAILS --- =I 11 I�I ��'� -��I 11- �PVC SCHEDULE 40 SLEEVE FOR IRRIGATION LATERAL. m `' -_ I PVC SCHEDULE 40 SLEEVE FOR IRRIGATION MAINLINE. LPVC LATERAL PIPE '-PVC LATERAL TEE: PVC LATERAL PIPE PVC LATERAL TE t I 111111 I II I I PVC IRRIGATION MAINLINE PIPING PEG -C LATERAL LINE SIZE (S x 0,4 ,, ! S)x 1/2"S FOR RISER E.Q z W =-1 7x Pi 1 DtA 1 - PVC SCHEDULE 40 SLEEVE FOR CONTROL WIRES ,� III i � , I �__.—I I I�I I l a aa CLEAN BUILDER'S SAND ez CO m IRRIGATION SLEEVE LEEiUNDERNOT TO SCALE 1 \,-. 9 FIXED SPRAYE LE NOT To SCALE 1HEADS NOT TO SCALE 15