The URL can be used to link to this page

PlansPLM2013-00312 D SEFD 5 20113 VICINITY MAP SCALE: NTS CIVIL ENGINEER CARDNO PORTLAND, 0, FAX: 503-419-2600 SW GONZAGA ST SITE INFORMATION :0 SITE MAP Z, SURVEYOR Qlakwasil mil 11 ELEVATION: 222,A � OF INDEX SHEETS C-000 COVER ET 0001 EXISTING CONDITIONS OSICONTROL 0-100 SITE PLAN C-101 DIMENSION PLA C®200 GRADING C®300 UTILITY PLAN C-400 SITE DETAILS C-401 WATER DETAILS C-402 UTILITY DETAILS C-403 UTILITY DETAILS C-404 UTILITY DETAILS 0405 EROSION CONTROL ETAIL L®100 TREE PRESERVATIONAND REMOVAL PLAN L®101 PLANTING L®102 TEE CANOPY SITE PLAN L®200 IRRIGATION PLAN L-300 PLANTING TIL TES L®301 IRRIGATION DET ILS AND NOTES L-302 IRRIGATION °TAIL LANDSCAPE ARCHITECT OREGON -LJTILITY NOTIFICATION CENTER 1-800PROJECT TEAM -332-2344 EXPIRATION DATE; 06/30115 "I T Y OF .d�1Ga*a5" Umdfiu b 'A{a Job No, 1310 Date: /5113 (D I S/Sg' YPC-KURAHASHI ASSOC INC - n A A T BASIS OF BEARINGS SS ®20'55"E 394.39' � FD5/8-IR UP 0.1' FIELD FOR BASIS OF BEARINGS ELEVATION DATUM: CITY OF TIGARD (NGVD 29/47) BENCHMARK. #252, BRASS DISI - NOT MARKED LOCATION: SE CORNER OF SW 72ND AVE. AND SW HAMPTON ST. ELEVATION: 222.54 FEET BASIS BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS, AS SHOWN HEREON, MARKING THE SOUTHERLY RIGHT-OF-WAY LINE OF SW GONZAGA STREET, BEING SOUTH 63°20`65" EAST, PER SN 30904. NOTES 1. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF STRUCTURE. 2, THE SUBJECT PROPERTY CONTAINS 16,277 SO. FT. OR 0.374 ACRES, MORE OR LESS, 3. ALL LOT BEARINGS AND DISTANCES ARE RECORD FROM THE PLAT OF BEVELAND NO.2 AND ARE BASED ON MONUMENTS FOUND PER SAID PLAT. UTILITY STATEMENT INFORMATIONTHE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ABANDONED.THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THAREA, EITHER IN SERVICE OR UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH (S)HE DOES CERTIFY THAT THEY ARE LOCATED ASACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, UNDERGROUND ACCURACY STATEMENT' DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS WRG POLI TO NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. THEREFORE, ANY ELEVATION OR PIPE SIZE INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY (DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED, THEN D. EQUIPMENT, AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS INFORMATION. I EROSION T INSTALL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET El C-405. INSTALL SEDIMENT FENCE PER DETAIL ON SHEET 0-405 INSTALL INLET PROTECTION PER DETAIL ON SHEET 0-405 ElREMOVE EXISTING WOOD SHED PER OWNER DIRECTION STORM DRA INA T 1 CATCH BASIN RIM = 220.22' 12"PVC(E) = 217,69' 12"PVC(S) = 217.32' (D 12"PVC(N) NOT FOUND CATCH BASIN RIM = 219.63' 12-PVC(N) = 217.61° 12"PVC(S) = 217.54' 12"PVC(NE) NOT FOUND CURB INLET RIM = 222.56° 12"PVC(E) = 219.72' 12"PVC(W) = 219.70' DITCH INLET FLOWLINE @ RIM = 227,92" 12-PVC(E) = 226.26' 12'PVC(W) = 226.19' SUMP = 224,90° STORM DRAINAGE MANHOLE RIM = 231.72' 10'PVC(NW) = 227.37' 12"PVC(E) = 227,42' 12'PVC(W) = 227.30' SUMP = 226.97' CATCH BASIN Rift = 230.96 10-PVC(S) = 227,43' SUMP = 225.60' 7 IE 12'PVC = 227.93' DITCH INLET FLOWLINE RIM = 226.05' DITCH INLET FLOWLINE @ RIM = 234473° 12'PVC(W) = 232.62' SUMP = 231.36' @ CATCH BASIN RIM = 233024" 12-PVC(E) = 230,62' 12"PVC(W) = 230.51' 10"PVC(N) = 231.41' SUMP = 229.94' 11 DITCH INLET FLOWLINE @ RIM = 233.16' 10-PVC(S) = 231.45' SUMP = 226.90' e � h, Asa �, u 5 Et JOS No: 131 .tee 15/13 Sheet No: n SANITARY SEWER MANHOLE RIM = 236.7V 8"PVC(W) 229.44 (D SANITARY SEWER MANHOLE RIM e � h, Asa �, u 5 Et JOS No: 131 .tee 15/13 Sheet No: n FZ 3" COMPACTED ASPHALTIC CONCRETE 8" COMPACTED 3/4"— 0 AGGREGATE BASE WOVEN GEOTXTIL (LINA—GTF 300 OR EQUIVALENT) SUBGRADE PROOF—ROLLED PER GEOTECH REPORT PREPARED BY TERRA DOLCE CONSULTANTS= INC. DATED JANUARY 28, 2012 PAVEMENTAC SECTION * UNDOCUMENTED FILL TO BE REMOVED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. - ;�1 I INN RIUHT OF WAY LINE - EXISTING LOT LINE - EXISTING CENTERLINE — — -FSR"OPO ED SA CUT LINE XI TI G BUILDING FACE -PROPOSED CURB PROPOSED CONCRETE - PROPOSED AC PAVEMENT STANDARD STALLS 1 COMPACT STALLS 10 (50% MAXIMUM) ADA STALLS 1 TOTAL 25 SITEAREAS SITE AREA 15,712 SF / 0.361 AC TOTAL LANDSCAPE AREA 2"919 SF / 0.067 AC LANDSCAPE AREA LOCATED 273 SF / 0.006 AC IN BUMPER OVERLAY ZONE REMAINING LANDSCAPE AREA 2,646 SF / 0.061 AC LANDSCAPE PERCENTAGE 16.8% (15% REQUIRED) PER CITY CODE INSTALL VAN -ACCESSIBLE A.D.A. PARKING STALL STRIPING & SIGNAGE PER DETAIL EXPIRATION DATE: 06/30/15 CONSTRUCTION NO7148 SW GONZAGA STREET L_a__l CONSTRUCT STANDARD CONCRETE CURB= SEE DETAIL ON SHEET C-400. TIGARD, OREGON 97223 CONSTRUCT AC PAVEMENT PER DETAIL ON THIS SHEET. INSTALL 4" WIDE WHITE PAINTED STRIPE ( P), calwno 4 INSTALL VAN -ACCESSIBLE A.D.A. PARKING STALL STRIPING & SIGNAGE PER DETAIL Shaping7)Future ON SHEET C-400. SIGNAGE TO BE BUILDING MOUNTED. E CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET 0-400, PORTLAND 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 SEE SKEET C-200 FOR. DETAILED GRADING. TEL: (503) 419 - 2500FAX: ( )419 - 2600 INSTALL ADA RAMP, SEE DETAIL ON SHEET C-400. www.cardno.com L _ J PROPOSEDTIRASH ENCLOSURE, TRASH ENCLOSURE SHALL HAVE NO CENTER POST AT ACCESS POINT. GATES NEED TO BE HINGED IN FRONT OF WALLS NOT INSIDE OF WALLS. FULL SWING GATE REQUIRED, GATES MUST BE ABLE TO BE PINNED IN THE OPEN AND CLOSED POSITION (LOCK BACK) - TO KEEP GATES FROM POTENTIALLY SWINGING INTO VEHICLES, SEE ARCHITECTURAL PLANS FOR INFORMATION, INSTALL LANDSCAPE BLOCK WALL PER MANUFACTURERS RECOMMENDATIONS. SEE GRADING PLAN FOR WALL HEIGHTS. DAYLIGHT WALL DRAINAGE. INSTALL 3 SPACE BIKE PARKING. SEE DETAIL ON SHEET 0-400. 10 INSTALL 2 SPACE BIDE PARKING, SEE DETAIL ON SHEET 0-400. 11 TRANSITION CURB TO ZERO EXPOSURE OVER 2% 12 FLUSH CURB AT WALKWAY. 13 PAVEMENT TO TRANSITION TO ZERO EXPOSURE CURB. SEE SHEET C-200 FOR DETAILED GRADING. 14 INSTALL RECYCLED RUBBER CURB STOP, SEE DETAIL ON SHEET 0-400. i 5 PAINT CURB WITH "NO PARKING FIRE LANE". SEE DETAIL ON SHEET 0-400, 16 INSTALL MONOLITHIC CURB AND SIDEWALK IN LOCATIONS WHERE SIDEWALK/CONCRETE IS LOCATED AT BACK OF CURB. SEE DETAIL ON SHEET 0-400 Drawing: SITE PLAN SCALEl--20' 20 10 0 20 CARDNO PROD DT#21302390 LEGEND -EXISTING RIGHT OF WAY LINE ® EXISTING LOT LINE - EXISTING CENTERLINE - PROPOSED SAWCUT LINE - EXISTING BUILDING FACE ® PROPOSED CURB ® PROPOSED CONCRETE NOTE - ALL CURB RADII ARE TUNLESS OTHERWISE NOTED DETAIL A SCALE: 1"" = 10' CARDNO PROJECT #29302390 ilffla". s 4t TIGARD, OREGOI. N 9772213; M�=l Job No- 1310 Date: 9/5/13 LEGEN D EXISTING RIGHT OF WAY LINE EXISTING LOT LINE EXIISTING CENTERLINE -235- EXISTING 6 CONTOUR SCOTTI EDWARDS ARCHITECTURE LLP ----- ------ ... . .. -- - ----- ------- ----- 236 - ----- ----- m EXISTING VCONTOLIR 235— PROPOSED &CONTOUR 2525 E. Burnside St., Portland, OR 97214 - - - - - - - - - - - - -3617 www.sealip.com ------------ -------- 236 PROPOSED VCONTOUR phone:(503)226 .............................. ------------------ – — — — — — — — – - PROPOSED SA CUT LINE --------------- --- PROPOSED RIDGE LINE v �7 ---7 EXISTING BUILDING FACE SW GONZAIGA ST , PROPOSED CURB OOSED OFFSITE IMPROVE T;` 7-, PROPOSED CONCRETE PREVIOUSLY APPROVED UNDER --- — — — — SEPARATE PERMIT (#PF12012-00039) PROPOSED SEDIMENT FENCE S:229.92 S :230.04 - - ------ (SEE DETAIL ON SHEET C-403) CENTREXCONSTRUCTION, INC. AVIATION COMMERCIAL INDUSTRIAL TQ22919 A PROPOSED INLET PROTECTION 94 BC:22919, - - - - - - - - - - - ---- --- TC:22& (SEE DETAIL ON SHEET C-403) 4* 5.226 76 J)" EXISTING STORM MANHOLE 4 •TQ229,23 -228 �73 11 PROF -------- EXISTING STORM INLET c\ Z3 NEe 19 + PROPOSED STORM MANHOLE A S:230,15 7 76PE BC:2 8,68 S:230A4 PROPOSED STORM INLET BC:22&56 S:230A5 TQ230.05 ------------- BC:229.55 j/ OREGON A fA 10 PPOPMED BUIWING C, R:228A6 FFF, 23ax 4K EXPIRATION DATE: 06/30/15 4 ABBREVIATIONS TW PROPOSED TOP OF WALL SEE DETAIL B ON THIS SHEET r FG FINISH GRADE AT BOTTOM OF WALL BC PROPOSED BOTTOM OF CURB* o TC PROPOSED TOP OF CURB 8:227.6 SEE DETAIL A11 S - PROPOSED SPOT ELEVATION N THIS SHEET ii�i� Ofli R - PROPOSED RIM ELEVATION j FF - PROPOSED FINISH FLOOR ELEVATION 18% (EX) S:23015 - DENOTES ELEVATION MATCHING EXISTING mm NNW 1% NOTE: ALL CURB EXPOSURES ARE 6" UNLESS BC:229,55 THE ADRIENNE OTHERWISE NOTED TQ230,06 50:229,56 ADA NOTE 7148 SW GONZAGA STREET --GARD, OREGON 9 BQ22930 PAVEMENT IN A.DA. PARKING AREA TO BE 7223 TI "'A ------ BQ229.33j "' 0 2% MAXIMUM SLOPE IN ANY DIRECTION Q2226 0 o B BC:229.30 '7 TC:22&69,, BQ22931 229 5C:228.68 SITE DATA S:228.80 TC:228�65 R:22838 Capidno BC:228.65 BC:226.83 TOTAL DISTURBED AREA: 15,712 SF Shaping the Future EIC2 TRASH ENCLOSURE 28,50 !RE 5C:228,83 PORTLAND S:228.75 5C:226.94EROSION CONTROL GENERAL NOTE 5415 SW WESTGATE DR STE 100, PORTLAND, OR 97221 --- ---------- BC:228.70 TEL: (503) 419 - 2500 FAX: (503) 419 - 2600 -405 FOR EROSION CONTROL NOTES AND DETAILS BC:22&98 TW:2�9.15 BC:22&97 SEE SHEET C www,cardno.com S:229.32 -- ---- / FG:228.77 ------ ----------- ------------- ----- -- ---------- --------- ----------- ............ TW:22&0O FG:22738 TW:228.48 :22&85 7 SIE A SCAL& 1 `-20' 1 20 10 0 20 1 S:229.66 S:22966 S:230,15 S'230.15/ S:23015 *TC,2iO.O62=�= BQ22956 9.57 :9.56 ------------- r ROME S S:230.15 5 8 TC:230.0 BQ229 S:2 TC:2K05 BC:22955 I O 01% DETAIL B SCALE: 1" = 10' NIP m m S:230.15 5 8 <1 I O 01% A jI 2 %-, 1 '0 Drawing. S230.15 GRADING PLAN f CARDNO PROJECT#21302390 Job No, 1310 Date: 9/5/13 Sheet No, STORM GENERAL NOTES 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD. 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED PORTS-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION, IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS, CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4, THE CONTRACTOR SHALL ATALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A, AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. 5, RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 6, ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. 7, CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE -SIXTEENTH BEND, ONE-EIGHTH BEND, OR ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP, 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN -GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. 9. ALL PRIVATE STORM SEWER CONNECTIONS NOT MADE ATA STRUCTURE TO BE ` E' CONNECTIONS. SANITARY SEWER GENERAL NOTE 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED BY CITY OF TIGARD AND THE OREGON PLUMBING CODE, 2. ALL WORK IN PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD DESIGN STANDARDS AND SPECIFICATIONS, 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS BEFORE DIGGING, 4, THE CONTRACTOR SHALL LOCATE AND VERIFY OTHER UNDERGROUND IMPROVEMENTS PRIOR TO CONSTRUCTION. 5. ALL PIPE TO BE INSTALLED WITH IMPORT PIPE BEDDING PER THE DETAIL ON THIS SHEET. 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD PRIOR TO ALL WORK WITHIN THE PUBLIC EASEMENTS. 7, ALL SEWER CONNECTIONS NOT MADE ATA STRUCTURE TO BE `WYE' CONNECTIONS TO PRIVATE MAINS AND 'TEE' CONNECTIONS TO PUBLIC MAINS. WATER GENERAL NOTES 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED W ACCORDANCE WITH TUALATIN VALLEY WATER DISTRICT CONSTRUCTION STANDARDS, DRAWINGS AND THE UNIFORM PLUMBING CODE. 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA 0110 AND SHALL BE OFA CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. 3, CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL WATER LINES PER CITY OF TIGARD WATER STANDARDS. 4. ALL FITTINGS SHALL BE RESTRAINED PER CITY OF TIGARD WATER STANDARDS, 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, AND TESTED, ALL IN ACCORDANCE WITH CITY OF TIGARD WATER STANDARDS AND UNIFORM PLUMBING CODE BY THE CONTRACTOR. 6. TUALATIN VALLEY WATER DISTRICT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. 7, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER THE WATER LINE. 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. ALL ON-SITE DOMESTIC WATER SERVICE BEHIND METER SHALL BE INSTALLED BY LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. 10. WATERLINE SHALL MAINTAIN A MINIMUM OF 18" VERTICAL CLEARANCE FROM SEWER LINES AT ALL TIMES. CLEANOUT DATA CATCH BASIN DATA MANHOLE DATA SDCO-1 SDCB-1 SDMH-1 RIM = 228.33' TRAPPED CATCH BASIN RIM: 228.46 IE (6") = 225.85' RIM: 228.38 IE IN (6"SW) = 225.50 IE OUT (6"N) = 226.22 IE IN (6"E) = 224.65 SDCO-2 IE OUT (6"N) = 224.65 RIM = 228.49' IE (18') = 224.65' SDCO-3 RIM = 228.60' IE (18") = 224.65' SDCO-4 Rini = 228.70' IE (18") = 224.65' SDCB-2 STORMFILTER CATCH BASIN RIM: 227.99 IS IN (6"S) = 225.69 IE OUT (6"N) = 225.69 WATER CONSTRUCTION NOTES LEGF-ND 8 -- EXISTING RIGHT-OF-WAY LINE - - EXISTING LOT LINE -- - - - --- EXISTING CENTERLINE PROPOSED FLOW CONTROL MANHOLE. SEE DETAIL ON SHEET C-403. EXISTING EASEMENT www.cardm.com PROPOSED BUILDING -- PROPOSED CURB - EXISTING SANITARY SEWER LINE 11 EXISTING WATER LINE s- EXISTING SANITARY SEWER LINE SEE DETAIL ON SHEET C-402. - PROPOSED WATER LINE SS - PROPOSED SANITARY SEWER LINE - PROPOSED STORM DRAIN PIPE SEE DETAIL ON SHEET 0-402. - EXISTING STORM DRNN MANHOLE 13 - PROPOSED CATCH BASIN - PROPOSED CLEANOUT r :i - PROPOSED STORM MANHOLE APPROXIMATE INVERT AT 12" LINE: 224.27 Yo - PROPOSED FIRE HYDRANT NO M - PROPOSED WATER METER TUALATIN VALLEY WATER DISTRICT TO INSTALL 2" WATER SERVICE AND METER . CONFIRM SIZING WITH BUILDING PLUMBING DESIGNER < > INSTALL 1" IRRIGATION WATER SERVICE WITH 1" METER AND DCVA PER DETAIL ON SHEET C-401, SEE IRRIGATION PLANS FOR CONTINUATION. 3" INSTALL 2" DOUBLE CHECK ASSEMBLY PER DETAIL 0.401 4 INSTALL 33.5 LF DOMESTIC WATER PIPE STUB LINE 5 FEE "F FROM BUILDING. 5 INSTALL 6" HOT TAP OF EXISTING WATERLINE AND 6" GATE VALVE (MJ X MJ), INSTALL THRUST BLOCK PER TVWD SPECIFICATIONS. 6 INSTALL 6" CLASS 52 DUCTILE IRON WATER LINE. MECHANICALLY RESTRAIN ALL JOINTS AND FITTINGS. 7 PROPOSED FDG. S INSTALL 6" 0900 PVC PIPE LINE. MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. INSTALL 1 1/2" IRRIGATION CONNECTION AND DCVA PER TVWD STANDARDS ON SHEET 0-401. SEE IRRIGATION PLANS FOR CONTINUATION. 0 FIRE SERVICE CONNECTION AT BUILDING. STUB LINE 5 FEET FROM BUILDING. INSTALL DCDA AND VAULT, SEE. RETAIL ON SHEET C-401. DAYLIGHT SUMP PUMP LINE TO WEEPHOLE IN ONSITE CURB, INSTALL POWER AND ALARM CONDUIT TO BUILDING. 2 INSTALL 4" CLASS 52 DUCTILE IRON FDG LINE. MECHANICALLY RESTRAIN ALL JOINTS AND FITTINGS. SEWER CONSTRUCTION NOTES CD 6" SANITARY SEWER CONNECTION AT BUILDING, STUB LINE 5 FEET FROM BUILDING. IE: 226.15'. CONFIRM CONNECTION LOCATION AND INVERT WITH BUILDING PLUMBING DESIGNER. CONNECT TO EXISTING SANITARY STUB AND INSTALL SANITARY CLEANOUT AT PROPERTY LINE, CONTRACTOR TO VERIFY CONNECTION SIZE, LOCATION, AND INVERT AND NOTIFY ENGINEER, LINE FROM EXISTING STUB TO CLEANOUT TO BE INSTALLED PER CITY OF TIGARD STANDARS. 'INSTALL 78 LF 6" PVC D-3034 SANITARY SEWER PIPE AT 2% MIN. INSTALL SANITARY CLEANOUT. SEE DETAIL ON SHEET C-402. RIM: 228.73 INVERT TO BE VERIFIED PRIOR TO CONSTRUCTION, STORM CONSTRUCTION NOTES :.. 4" ROOF DRAIN CONNECTION, IS: 227.01 2 INSTALL STANDARD TRAPPED CATCH BASIN, SEE DETAIL ON SHEET 0402. INSTALL 4" HDPE N-12 PIPE. INSTALL 6" HDPE N-12 PIPE. INSTALL FOOTING DRAIN. SEE DETAIL ON SHEET C-402. PROPOSED STORMFILTER CATCH BASIN PER DETAIL ON SHEET C-404. SEE DATA TABLE ON THIS SHEET. 07 INSTALL STORM CLEANOUT, SEE DETAIL ON SHEET C-402. SEE DATA TABLE ON THIS SHEET. C 8 INSTALL 4" HDPE N-12 STUB FOR WALL DRAINAGE. Shaping the Future P 9 PORTLAND 5415 SIN WESTGATE DP, STE 100, PORTLAND, OR 97221 PROPOSED FLOW CONTROL MANHOLE. SEE DETAIL ON SHEET C-403. FAX: (503) 419- 2600 www.cardm.com SEE DATA TABLE ON THIS SHEET. 10 INSTALL 18" HDPE N-12 DETENTION PIPE @ 0% SLOPE. 11 INSTALL BACKWATER CHECK VALVE. SEE DETAIL ON SHEET C-402. 12 INSTALL FRENCH DRAIN WITH 4" PERFORATED PIPE, SEE DETAIL ON SHEET 0-402. ( 13 INSTALL BACKWATER VALVE, SEE DETAIL ON SHEET 0-402. 4 _ CONNECT TO EXISTING 12" STORM LINE USING 12"x6" INSERTA TEE APPROXIMATE INVERT AT 12" LINE: 224.27 SCALE I`_-20' 20 10 0 20 CARONO PROJECT#21302390 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seallP,00m IN CENTREXCONSTRUCTION, INC. AVIATION " COMMERCIAL - INDUSTRIAL \�p�D PROF�J �NGINFe `l�9 78760E OREGON EXPIRATION DATE: 06130115 THE ADRIENNE 7148 SW GONZAGA STREET TIGARD, OREGON 97223 OFFICE OP UTILITY Jab Na: 1310 Date: 9/5/13 C-300 Camino Shaping the Future P 9 PORTLAND 5415 SIN WESTGATE DP, STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2900 FAX: (503) 419- 2600 www.cardm.com OFFICE OP UTILITY Jab Na: 1310 Date: 9/5/13 C-300 NOTES, 1. WHEEL STOP SHALL DE MADE OF 100% RECYCLED RUBBER. 2. DOWEL INTO PAVEMENT WITH 2488 4 RBAR. 3. PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. 8 8 8 x <1 -12 > MAX - a}._ ". A 58 P,.> Q^ SIGN R7 -8P ALUMINUM SIGN SEE DETAIL ON THIS SHEET j NOTES, 1. CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALKS ADJACENT TO THE CURD AND POURED AT THE SAFE TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. . SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. . DRAIN BLOCKOUTS IN CURBS SHALL DE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 7. FINISH WITH BROOM AND EDGE ALL JOINTS. STANDARD SIDEWALK DETAIL NOT TO SCALE rA(r nf:, rl 4 — —OPE TO FRONT BASE COURSE 6f 6" EXPOSURE 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. 2. EXPANSION JOINTS. A. TO BE PROVIDED: 1 AT EACH POINT OF TANGENCY OF THE CURB, AT EACH COLD JOINT. ) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE—MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. . CONTRACTION JOINTS. A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 4. BASE ROCK TO BE 3/4"-0" COMPACTED TO GEO REPORT RECOMMENDATION AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 488 IN DEPTH, WHICHEVER IS GREATER. STANDARD AND FLUSH PRIVATE CURB NOT TO SCALE __. 29 [736mml .L 05 [126mm 0136- 1010mml 04 [60mml ONE LOOP BIKE RACK IN 0 D ro apano Shaping the Future PORTLAND G H G K I I� I LC C NOTES 1, SIGN BACKGROUND: WHITE, RETRO -DEFLECTIVE SHEETING 2. SIGN LEGEND: GREEN, RETRO— REFLECTIVE SHEETING 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. � ICA.D.A. SYMBOL. SEE DETAIL ON THIS S!,JFFT. 1/2" RADIUS TOOLED JOINT 6" 4" 1$t R 4 4 a 6" Q AC FINISH GRADE a 4 a Q . 1228 4 2" MIN. COMPACTED 4� AGGREGATE BASE ROCK X688 L-6"NOTS 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. 2. EXPANSION JOINTS. A. TO BE PROVIDED: 1 AT EACH POINT OF TANGENCY OF THE CURB. AT EACH COLD JOINT, 3) AT EACH SIDE OF INLET STRUCTURES, 4 AT EACH END OF DRIVEWAYS. 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FET. B. MATERIAL TO BE PRE—MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3. CONTRACTION JOINTS. A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 4. BASE ROCK TO BE 3/488-0" COMPACTED TO G O REPORT RECOMMENDATION AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR F8 IN DEPTH, WHICHEVER IS GREATER. NOT TO SCALE m BUILDING FACE P RAMP WINGS 48 WIDE WHITE STRIPES 28 O.C. AT 36 DEGREES C (STROKE WIDTH) BACKGROUND NOTESB 1. PAVEMENT LARKING BACKGROUND: OPTIONAL: BLUE, RETRO— REFLECTIVE 2. PAVEMENT MARKING STENCIL, WHITE, RETRO—REFLECTIVE 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. u m L SIG N . 7 j C C1 NOTES 1. SIGN BACKGROUND, WHITE, RETRO --REFLECTIVE SHEETING 2. SIGN LEGEND: GREEN, RETRO—REFLECTIVE SHEETING 3, THE VAN—ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 3 FT OR WIDER. CARDNO PROJECT#21302390 CENTREXCONSTRUCTION,t AVIATION COMMERCIAL - INDUSTRIAL 20 a 1 4,114 \c ro apano Shaping the Future PORTLAND JO No: 1310 Date: 9/5/13 Sheet o: f 3 \ ' PIPE RASE a$ TYP< 1- DOUBLE CHECK VALVE ASSEMBLY I" UNION EACH SIRE CUSTOMER SIRE CARSON METER BOX L SERIES 141 (RR ) a< I Lu may. PIZ— SIDEWALK LINE AT RUE. i i SEE NOTE 1,til PROPERTY CORNER. i SEE NOTES 2 AND 3, i i h\ 4z\S a. METER SIDE CUSTOMER SIDE E till �tl S, I s Icy 4 IIx is S 1, Sx. I� i aS s v y y 2n GATE VALVEI < DOUBLE CHECKI VALVE I Lu PROPERTY L!IN�E� PIZ— SIDEWALK LINE AT RUE. i i SEE NOTE 1,til PROPERTY CORNER. i SEE NOTES 2 AND 3, i i LEVA-TION METER BOX AND SERVICE PER CURRENT INSTALLATION BY TVWD ! PLUMBING CODE FM T OMMOK CONTACT LOCAL FM .A MARSHALL COO OJECT#2930239 CENTREXCONSTRUCTION, AVIATION COMMERCIAL INDUSTRIAL t i t §ZE t Cit 7148 SW GONZAGA STREET TIGARD, OREGON 97223 JO No: 131 Date, /5/13 s Q - s 1" CRUSHED GLEAN NON—WOVEN FILTER FABRIC MIRAFI 140N OR EQUAL OVERLAP EDGES 4" MINIMUM 4" RIGID PERFORATED PIPE ENCASED WITH FILTER SOCK SEE SPECIFICATIONS FOR BACKFILL REQUIREMENTS DRAIN ROCK q T O D 6 BUILDING FOOTING SEE STRUCTURAL 4 / \ I I TO STORM DRAIN PLANS 6/) 6p$ BACKWATER CHECK VALVE SEE THIS SHEET FOR DETAILS FOOTINGI IL NOT TO SCALE 2'-5 1/4" 1 sem! 6 e�e(i deal t �a6 1 anal 1 e°s6 0 rml 1 �4 1 r°el 1 1 1 1 rgl 1 1 2'-5 1/4" I DEPTH TO MATCH GRATE DEPTH I NNGLE I ,IES MIN. I I 3/16" 11 1/4" I (TYP,) I I SEE DETAIL "B" I I I I i 3/16" 3YY GRATE FRAME 1 I I I CALCULATED I.E. OUT I AS SHOWN ON PLANS 2)-0 1/2" SQa PIPE MATERIAL AS SHOWN IN PLANS OR IN SPECIFICATIONS® ELEVATION I STANDARD"TRAPPED" STYLETBASIN NOT TO SCALE 4 Q. 1') CRUSHED CLEAN a DRAIN ROCK BUILDING FOOTING a a SEE STRUCTURAL a PLANS77 77 77 ui 1/2" 1/2" 2" NON -WOVEN FILTER FABRIC IRAFI 140N OR EQUAL OVERLAP EDGES 4" MINIMUM 4" PERFORATED PIPE ENCASED WITH FILTER SOCK SEE SPECIFICATIONS FOR % BACKFILL REQUIREMENTS E HINGE 12 GA. STAINLESS STEEL, 10') 1/2 OPEN WITH 1/2" KNUCKLE) 10" LONG WITH 1/4" P I N (FASTEN WITH 1/4" STN. STL. 3/16" BOLTS) DETAIL " CLEANOUT 3/43v 1 1 1 /2" CONCRETE PAVING OR OTHER SURFACING CLASS 3000 CONCRETE MECHANICAL PLUG Lai \_ o �t C?� 6 000000 <� " MIN. B A4^q PIPE ZONE BEDDING BACKFILL ABOVE PIPE ZONE CAP 6 ^. 6" CLEANOUT 3/4&$ 0 COMPACTED AGGREGATE BASE ROCK —� 3/4" CRUSHED AGGREGATE OR APPROVED NATIVE MATERIAL IN FINISH GRADE AREAS OUTSIDE OF PAVEMENT. SEE NOTE 2. EXISTING MATERIAL 3/4"-0" CRUSHED ROCK LIGHTLY COMPACTED UTILITY PIPE SELECT BEDDING MATERIAL /4"-m-0" CRUSHED AGGREGATE PIPE O.D.x3 NOT o 1, BACKFILL IN " LIFTS, 2m BACKFILL ABOVE PIPE ZONE SHOULD BE AT LEAST 92 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (ASTM D 1550. BELOW BUILDINGS AND PAVEMENT, BACKFILL 1 FT BELOW THE FINISHED UBGRADE SURFACE SHOULD BE COMPACTED TO 95 DRY DENSITY. 3< ON—SITE SPOILS MAY BE USED FOR BACKFILL IN LANDSCAPE AREAS OUTSIDE THE PIPE BEDDING ZONE. 4. USE OF NATIVE MATERIAL FOR BACKFILL TO B DETERMINED BY ENGINEER. UTILITY TRENCH SECTION—BACKFILL 4 d. o� w � / d � I I NONADHESIVE I I MEMBRANE 6') I I r MIN. I COLLAR \\ I I CLEAN CHECK \\ EXTENDABLE BACKWATER \ ��` VALVE `\ �F NON—SHRINK GROIN <�g 4 4 �as MIN. 3/4"-0 FLAPPER VALVE -J ASSEMBLY BODY FOUNDATION BACKWATER CHECK VALVE NOT TO SCALE poll filS,nu-NI" Ir t t Z t Jab No, 131 Date, /5/13 ANCHOR TO WALL NTH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS STEEL EXPANSION ANCHORS MIN. 2 PLACES. NUBBER GASKET FLAT TOP MANHOLE LID SEE DETAIL ON THIS SHEET STEEL BAND TO BE MIN. OF 2" WIDE as EL- 228.46 15" -EL. 226.26 _LL: _?26. QO 12" E 23.6 L.- 2 5 B 18" 48 - SUMP -------- = CLAMP DETAIL (SECTION A -A) N.T.S. mwil JFLOW - OUTLET !!�EL: 22-4.-65 M SECTION B -B B 4: OUTLET FLOW CONTROL PLASTIC PIPE "T" OR APPROVED EQUAL. SIZE OF "T" TO MATCH OUTLET DIAMETER AS SHOWN ON PLANS slowAlolkwas-, "M I&M il FLOW CONTROL LE SDMH B3 NOT TO SCALE NOTE od MANHOLE STEPS MUST BE TIGHT AND FIRMLY IN EMBEDDED, THEY MUST ALSO MEET THE ASTM TEST FOR WITHSTANDING PULLING OUT. rn if 1-1 4" w l�1� 1 k, 1111!1 1111�1 i 011T I gmmi NOT T k 3-3/8" FOR PLASTIC SAFETY STEP 6po -4 A 4 12" '4 "FOR GALVANIZED STEP Immm PLAN NOTES: 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE DETAIL ON PLANS. 2. INLET AND OUTLET PIPE DIAMETER AS NOTED ON PLANS 3. ALL OUTLETS SHALL HAVE FLOW CONTROL DEVICE. WHOM NOTES: 1. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 2. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 3. NOTCH LID FOR LIFTING HOOK. �mmjg mum im'I'lilioigg go ITr "m .... .. ... SCALE: NOT TO SCALE NOTES: 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. 2. ALL MANHOLE SEC11ONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDA MANHOLE, DRAWING NO. 010. 3. STEPS REQUIRED ON FLAT TOP MANHO DEEPER THAN 48". 1 #6 BAR AROUND OUTSIDE OF OPENING #6 DIAGONALS BOTH SIDES OF OPENING #6 6" O.C. BOTH WAYS RUBBER GASKET FLAT TOP MANHOLE LID NOT TO SCALE Will U 7148 SW GONZAGA STREET TIGARD, OREGON 97223 9�1t � N= Job No: 1310 Date: 9/5113 OUTLET 5TUI3 (5EE NOTES 4*5) D WEIR WALL L aD 6 101, OVERLAP D D, p a a, D A p 6" _+___-I _j I INLET STUB (OPTIONAL) (5EE NOTE5 4*5) 1 -CARTRIDGE CATCHBASINm PLAN VIEW I' OUTLET 5TUB (5EE NOTES 4*5) CLEANOUT ACCE55 PLUG ON WEIR WALL REINFORCING BAR5 (5EE NOTE G) CONCRETE COLLAR (5EE NOTE G) 02006 CONTECH Stormwater Solutions THE STORMWATEP MANAGEMENT 5torvmi U.5. PATENT No. 5,322,629, No. 5,707,527, No. 61027,639 No. 6,649,046, No, 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING PLAN AND SECTION VIEWS STANDARD DETAIL - 1 CARTRIDGE UNIT _ .______ INLET STUB / (OPTIONAL) (5EE NOTE5 4* 5) IN51DE 2'-O 1/2" OUTSIDE 2"0 OUTLET PIPE PROM UNDERDRAIN GENERAL NOTES 1) 5TORMPILTER 13Y CONTECH STORMWATER 5OLUTION5; PORTLAND„ OR (800) 545-4GG7; SCARBOROUGH, ME (577) 907-5G7G, ELKRIDGE, MD 1740-33 18. 2) FILTERS TO BE 51PHON-ACTUATED AND 5ELP-CLEANING. 3) 5TEEL 5TRUCTUKE TO BE MANUFACTURED Of 114 INCH STEEL PLATE, 4) 5TORMPILTER REQUIRE5 2.3 FEET Of DROP PROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 5) C55P EQUIPPED WITH A INCH (APPROXIMATE) LONG 5TUB5 POR INLET (if APPLICABLE) AND OUTLET PIPING. 5TANDARD OUTLET STUB 15 B INCHES IN DIAMETER, MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING CAN BE MADE U51NG FLEXIBLE COUPLING BY CONTRACTOR,. G) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BAR5 TO BE PROVIDED BY CONTRACTOR. 7} ALL STORMPILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINE5 POR MORE INFORMATION. I -CARTRIDGE CATCH A5lN 5TORM I LTE R. DATA STRUCTURE ID 51 WATER QUALITY FLOW RATE (cf5) .027 CP PEAK PLOW RATE (< I cf5) . 17G RETURN PERIOD OF PEAK FLOW ( 5) 25 CARTRIDGE FLOW PATE ( 15 OP 7.5 m) 15 MEDIA TYPE (CSP, PFi IT'i, 2PG) PERLITE RIM ELEVATION 227.90 PIPE DATA: LE, DIAMETER R1,110 AL INLET STUB I 225.G9 G, OUTLET STUB 225.G9 G° CONFIGURATION OUTLET OUTLET INLET INL SLOPED LII? 50LID COWER NOTE515PECIAL PEQUIREMENT5: INLET GRATE ACCE55 COVER a a . 4 - . 4 caa 4d d Q . Q a 4 d A 2'-4„ IN51DE KIM d 4 a d dd4aLj 4 � d a d. Qd . IN51DE RIM IN510E RIM THE 5TOPMWATEP MANAGEMENT 4'51 E P 5tormFilter� OUTSIDE RIM U.S. PATENT No. 5,322,629, No 5,707,527No. G,027,C.39 1 CARTRIDGE CATCHBASIN TOP VIEW1 No. 6.649,046, No, 5,624,57G, AND OTHEP U.5. AND FOPEkGN C2006 CONTECH Stormwatar Solutions PATENTS PENDING 6 T L CATCH A I T FILT ��AIN� T TVIEW,T DATA L I STANDARD TIL - 1 CARTRIDGEUNIT as nt�eh�t�rerrt� t�r,c�Ln LATE; i tl09lHi6 SCALE: Nf3NE FILE E: CBSF9-S-DTL 1N: CHECKED: ARG CARDNO PROJECT#21302390 I'V11"'Imm � � 4 t t, is 3. t s Job Oa 1310 Date: /5113 I N T T 4 0 . 0. "7 P RADIUS 25' MIN. 9 v D p CLEAN PIT RUN OR 3"— 6" CLEAN ROCK SUBS DE REINFORCEMENT GEOTEXTILE, AS REQUIRED 6" MIN. DEPTH *20® MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL GRAVEL CONSTRUCTION ENTRANCE r— CURB RAMS NOTES: I 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY SURES USED TO TRAP ` 2. WHEN NECESSARY,B. APPROVEDIC RIGHT—OF— WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN FILTERING SYSTEM. 5. D1MfB2= M 20' LONG BY 20' WIDE 8" DEEP OF -Y4" MINUS CLEAN ROCK. DDSME'W ' , l s INTERLOCKED 2% 2" POSTS AND ATTACH 3' minimum from toe Slope. a PLAN VIEW NTS USE STITCHED LOOPS OVER 2% " POSTS I 0 cel I 4 M PROFILE NTS E 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2, 2"X 2" FIR, PINE OR STEEL FENCE POSTS. . POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. S. PANELS MUST BE PLACED ACCORDING TO SPACING ON DETAIL NO.940 blvr L N BY FOR FURTHER INFORMATION GOVERNING AUTHORITY MAY REQUIRE GE®TEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW PREVENT SUBSOIL PUMPING. CHAPTER 4 OF CLEAN WATER ';FRVIC;Rl; FROgION PPF _NTION NTS Sb ION S ""j, \{ Detail Drowina 855 REVISED 1206 E, me NOTE: 1, RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER FABRIC INLET SACKS TO BE DETERMINED BY MANUFACTURER. 60 CATCH BASIN "'M m DRAINAREA PLAN VIE NOTES; 1m ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1-x2"WOOD N STAKES OR APPROVED EQUAL PER BAG, . WHEN USING 0" BIO—BAGS TO PROTECT A CATCH BASIN YOU MUST HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY ". iNLET PROTECTION 6" overlap Iof bags. 3 aeanWater Semi= DRAWING NO. 915 REVISED 1206Our co e# i clear. NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE, 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORKDAY. 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST RE IN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U -SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. S• SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED, THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS, ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. • SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR DATER BODIES. • SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, D PRIOR TO THE CONTROL MEASURES REMOVAL, 9, CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% AND AT EXPANSION RESTRAINT COMPLETION OF PROJECT. 10, ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL, 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETAI•ION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE, 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. 14. PRIOR TO ANY D DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, D ANY SENSITIVE S SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS, THE OWNERIPERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT, NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 15, PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION, THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST: THE TYPE AND PERCENTAGES OF SEED IN 4" RUBBER BLOCKS THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17. WATER -TIGHT TRUCKS FAUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN E SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS, SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE, WOVEN 19, L PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED , AND THROUGH A SEDIMENT FILTER SACK (WOVEN) CONTROL BMP {I E FILTER BAG) 19, THE ESC PLAN MUST BE KEPT ONSITE, ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE. MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES, 23, ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. INLE7 PROTECTION TYPE 5 FOR SITES LESS THAN 1 ACRE DRAWING NO. 920 REVISED 12-06 DRAWING NO. 945 REVISED 12-06 CENTREXCONSTRUCTION, AVIATION COMMERCIAL o INDUSTRIAL OREGON 0, 10, EXPIRATION RATE: 06/30/15 THE ADRIENNE 7148 SW GONZAGA STREET TIGARD, OREGON 97223 JO Ow 131 Date: /511 3 \. ----------------------- utu - --- _---_ -- ------------------- G_ ----- EXISTING MAPLE TO REMAIN S.S' ' SS G - EXISTING MAPLES TO REMAIN S SS —SS SS c� m 11 --ss / / / / / / / / SS/ ss— W_ S vuU-=- - - - EXISTING BOUNDARY LINE -------------- ----------------- - EXISTING CENTERLINE G G - - - EXISTING RIGHT-OF-WAY LINE ----- -G-mn----___ -� _ -- _ -- — — — — __ — — — EASEMENT LINE EXISTING — — — — BUILDING OVERHANG LINE MAPLES TO X — - FENCE LINE, TYPE AS NOTED c� REMAIN —W-- - UNDERGROUND WATER LINE —SS SS _SS - SANITARY SEWER LINE t .- cn WC�QNZA rl��?l W _W W W --W c/) 30-00 _- \ SD SD \\ ~ 4 l� a R a Q -moi c� SD SD- SD SD_ \ 4.—w - S� _ ....D . \ \ n -� — ---- --- f 024 - E _ E - - T -E- _ RIGHT OF WAY DEDICATION T / EXISTING `t MAPLE TO REMAIN / I / TL: 2S101AC00700 TL 2S101AC00800 / 1 t r r EXISTING 8'— ARBORVITAE HEDGEROW t t 1 t i jt r !i i I I,' tt co rn N N O N (c\ N � t! a ! EXISTING MAPLE TO ! REMAINTREE I t f PROTECTION FENCING 023 ,t f r! ! ! i ! i _ i j GRAVEL PATH� j � WOO SHED ON / CONCRETE BLOCKS/ i ---------------- _._ I T! " MAPLE TO BE REMOVED 000 1O 0 \ 228 \ \ 229 __---___ -'_ 227' EXISTMPROFIERTYLINE-_------226- ---- - - N58°25'06"W 1T27=__- ---- . f EXISTING ' - - ARBORVITAE HEDGEROW LANDSCAPING DU STR Q p C0 - G�-----------------022 mm mm Iffm am mi onP l C 021 , EXISTING BRICK BUILDING PARKING LOT f EXISTING PINE TREES -- TO REMAIN IBJ FLACE. y W a®vee�-ro-w o -re _ W_ U) U) - U) ----JB 0 EXISTING PEARS TO REMAIN I; PARKING LOT m r G - - STORM DRAINAGE LINE SD - E - UNDERGROUND ELECTRICAL LINE T - UNDERGROUND TELEPHONE LINE - SPRINKLER VALVE - OVERHEAD WIRE OHW G - UNDERGROUND GAS LINE CTV ------ - UNDERGROUND CABLE TV LINE - BUILDING FACE D - TRANSFORMER — DENOTES FOUND MONUMENT AS NOTED. - STREET LIGHT JUNCTION BOX UNLESS OTHERWISE NOTED - ELECTRICAL VAULT 0 - EXISTING ASPHALT SURFACE Q 4 - EXISTING CONCRETE SURFACE - EXISTING GRAVEL SURFACE GV - BUSH OR HEDGE ROW Q - GAS VALVE ® - GAS METER O - SEE SANITARY SEWER TABLE o SC - BOLLARD GP - SANITARY SEWER CLEANOUT G - SANITARY SEWER MANHOLE o - SEE STORM DRAINAGE TABLE Egg - CATCH BASIN SN - CURB INLET - DITCH INLET G - STORM DRAIN MANHOLE G - FIRE HYDRANT E) - WATER VALVE ® - WATER METER BOX SV - SPRINKLER VALVE E_ - GUY WIRE -O- - UTILITY POLE - STREET LIGHT (COBRA ARM) - SHOEBOX LIGHT (SINGLE) D - TRANSFORMER - STREET LIGHT JUNCTION BOX - ELECTRICAL VAULT 0 - TELEPHONE VAULT - CONIFEROUS TREE - DECIDUOUS TREE - BUSH OR HEDGE ROW G 0 - UNKNOWN CLEANOUT O - BOLLARD GP - GATE POST o - MAILBOX - SIGN SN - DENOTES SURVEY NUMBER PER COUNTY SURVEY RECORDS FD - DENOTES FOUND IR - DENOTES IRON ROD - DECIDUOUS TREE TO BE REMOVED - TREE PROTECTION FENCING THERE ARE NO TREES TO REMAIN ON THIS PROJECT SITE, EXISTING PLANT MATERIALS: --- SIGNATURE OF APPROVAL: SIZE QTY, COMMENTS EXISTING DECIDUOUS TREE DBH CONTRACTOR TO PROTECT IN PLACE VARIES EXISTING EVERGREEN TREE DBH CONTRACTOR TO r'TIECT IN PLACE VARIES PROJECT2 SEE TREE PROTECTION NOTES FOR ADDITIONAL INFORMATION ONLY TWO OVERHANG PROJECT SI 2 SEE TREE PROTECTION NOTES FOR ADDITIONAL INFORMATION ONLY TWO OVERHANG SHRUBSCCE S ITEM SIZE QTY, COMMENTS EXISTING ARBORVITAE HEDGE SIZE VARIES CONTRACTOR TO PROTECT IN PLACE ELEVATION DATUM: CITY OF TIGARD (NGVD 29/47) BENCHMARK: BRASS MARKED LOCATION: SE CORNER OF SW 72ND AVE. AND SW HAMPTON ST. ELEVATION: 222.84 FEET BASIS OF BEARINGS fi 0 10 20 4=0 CARONO PROD CT#21302390 ft Shaping the Future PORTLAND Drawing, TREE PRESERVATION AND REMOVAL PLAN JO 1310 Date'. /1i1 t —ss Leh' �' MWO.-Ell''I'al Mmm'Ni —ss '—' ss OFFSITE IMPROVEMENTS ARE PREVI U%Y APPROVED UNDER SEPARATE CITY PERMIT SET. i QTY. s EXISTING DECIDUOUS TREE DSH 2 SEE TREE PROTECTION NOTES CONTRACTOR TO PROTECT IN PLACE VARIES E 15®6" HEIGHT FOR ADDITIONAL INFORMATION 1 GAL.1 AS SHOWN OPHIOPOGON JAPONICUS " HEIGHT ONLY TWO OVERHANG PROJECT SITE (STING EVERGREEN TREE DSH 2 SEE TREE PROTECTION NOTES CONTRACTOR TO PRTECT IN PLACE VARIES 1" HEIGHT FOR ADDITIONAL INFORMATION ONLY TWO OVERHANG PROJECT SITE SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS f f / ss i r f s \ f� '—' ss OFFSITE IMPROVEMENTS ARE PREVI U%Y APPROVED UNDER SEPARATE CITY PERMIT SET. TREES ITEM i QTY. s TREES ITEM SIZE QTY. COMMENTS EXISTING DECIDUOUS TREE DSH 2 SEE TREE PROTECTION NOTES CONTRACTOR TO PROTECT IN PLACE VARIES E 15®6" HEIGHT FOR ADDITIONAL INFORMATION 1 GAL.1 AS SHOWN OPHIOPOGON JAPONICUS " HEIGHT ONLY TWO OVERHANG PROJECT SITE (STING EVERGREEN TREE DSH 2 SEE TREE PROTECTION NOTES CONTRACTOR TO PRTECT IN PLACE VARIES 1" HEIGHT FOR ADDITIONAL INFORMATION ONLY TWO OVERHANG PROJECT SITE SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS ARBORVITAEEXISTING CONTRACTOR TO PROTECT IN PLACE PROPOSED J't\ L AJ J` 1 S. TREES zlll-� ITEM 45 SEE PROTECTION NOTES FOR ADDITIONAL INFORMATION TY. COMMENTS AGER RU RU BRED SUNSET' .5" CAL.1 B&B 7 RES SUNSET MAPLE 6'BRANCHING HEIGHT FRAX EXCELSIOR'GOLDENDESER'P °" CAL / B&B 4 GOLDEN DESERT ASH 6'BRANCHING HEIGHT AGER CERCINATUM 314" CAL.13 TRUNK VINE MAPLE E 15®6" HEIGHT REFER TO DETAILS 3" 4, & 51 SHEET L-300 *INSTALLED UNDER SEPARATE PERMIT REFER TO DETAIL 3, 4, & 5 1 SHEET L-300 SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS 3 GAL. @ 4"w0" O,C. MAHONIA AQUIFOLIUM 18"-24" HEIGHT OREGON GRAPE j1' ( PRUNUS UR. 'O O LUI Pit 13"-24" HEIGHT OTT'O LUYKEN LAUREL 1 GAL. @ T-10" O.C. NAN INA DOMESTICA 13"-24" HEIGHT HEAVENLY BAMBOO 1 GAL.1 AS SHOWN OPHIOPOGON JAPONICUS " HEIGHT GREEN MONDO GRASS 4"° POT 1 AS SHOWN LEC( NU S ICANT 1"-16" HEIGHT DEER FERN & JUNCUS ENSIFOLIUS 1" HEIGHT DAGGER LEAF RUSH 3 GAL. @ 4"w0" O,C. GROUNDCOVERS 18"-24" HEIGHT ITEM z r: ARCTOSTAPHYLOS DIVA®CURS! 13"-24" HEIGHT KINNIKINNICK 1 GAL. @ T-10" O.C. PROTIME 303 SUN Ml 13"-24" HEIGHT HOBS & HOPINS, PORTLAND 1 GAL.1 AS SHOWN ROUND BLACK RIVER ROCK* 3 GAL. @ 4"w0" O,C. 1 18"-24" HEIGHT 1 GAL. @ 4°-0" O.C. 24 13"-24" HEIGHT 2,502 SF 1 GAL. @ T-10" O.C. 56 13"-24" HEIGHT 1 GAL.1 AS SHOWN 41 " HEIGHT S LBS 11,000 SF 4"° POT 1 AS SHOWN 7 1"-16" HEIGHT 356 SF 112 GAL.1 AS SHOWN S 1" HEIGHT REFER TO DETAIL 2, 3, & 5 1 SHEET L-300 REFER TO DETAIL 2, 3, & 5 1 SHEET L-300 REFER TO DETAIL 2" 3, & 51 SHEET L-300 REFER TO DETAIL 2, 3" & 5 1 SHEET L-300 SIZE QTY, COMMENTS 1 GAL @ T- " O.C. 2,502 SF REFER TO DETAIL 1, 3, & 51 SHEET L-300 277 SEED @ 520 SF *R.O.W. INSTALLED UNDER SEPARATE S LBS 11,000 SF 4.25 LBS PERMIT AND NOT INCLUDED IN QUANTITY 1"- " DIAMETER 356 SF *BUILDING ENTRIES & INDOOR PLANTER 4" LAYER 4.4 CY MISCELANEOUS ITEM SIZE QTY. COMMENTS 18" ROUND CONCRETE STEPPING AS SHOWN 6 STONE - FROM A LOCAL SOURCE i lis \�Ss`�`4`a' yew, CIENTREXCONSTRUCTION, I AVIATION - COMMERCIA!L * INDUSTRIAL } ml� Job 131 Date: /1/13 TREE # SPECIES L AVG. MATURE % OF CANOPY OVER PARKING AREA OVER PARKING TREE# REFER TO SHEET OPEN SOIL VOLUME TOTAL SOIL VOLUME CANOPY 000 MAPLE L-100 RED SUNSET MAPLE 1,008 c.f. 1,008 0. STREET TREE TABLE 31% 301 s.f. 006 RED SUNSET MAPLE 1,602 c.f. 1,602 c.f. 35' spread (962 s.f.) 38% 365 s.f. AVG. MATURE REQ. SOIL VOLUME FOR 12' TREE# SPECIES OPEN SOIL VOLUME TOTAL SOIL VOLUME CANOPY R.O.W. RED SUNSET MAPLE GOLDEN DESERT 2,751 c.f. 35' spread (962 0.) 20% 194 s1 001 ASH 128 0. 128 c.f. 20' spread (314 s.f.) 500 c.f. 199 s.f. GOLDEN DESERT RED SUNSET MAPLE 1,788 0. 1,788 c.f. 35' spread (962 s.f.) 002 ASH 364 c.f. 364 c.f. 20' spread (314 s.f) 500 0. 35' spread (962 0) GOLDEN DESERT 375 s.f. 012 CARPORT COVER N/A 003 ASH 364 0. 364 c.f. 20' spread (314 s.f) 500 c.f. 35' spread (962 s1) GOLDEN DESERT Total Qualifying Mature Tree Canopy Area 3,169 s.f. RED SUNSET MAPLE 35' spread (962 s.f,) 004 ASH 364 0. 364 c.f. 20' spread (314 s.f.) 500 0. ?"ARKING LOT TABLE TOTAL PARKING LOT AREA = 8,060 sf GENERAL SITE TABLE L AVG. MATURE % OF CANOPY OVER PARKING AREA OVER PARKING TREE# SPECIES OPEN SOIL VOLUME TOTAL SOIL VOLUME CANOPY LOT LOT 005 RED SUNSET MAPLE 1,008 c.f. 1,008 0. 35' spread (962 s.f) 31% 301 s.f. 006 RED SUNSET MAPLE 1,602 c.f. 1,602 c.f. 35' spread (962 s.f.) 38% 365 s.f. 007 RED SUNSET MAPLE 2,514 0. 2,514 c.f. 35' spread (962 &f.) 39% 377 s.f. 008 RED SUNSET MAPLE 2,751 c.f. 2,751 c.f. 35' spread (962 0.) 20% 194 s1 009 RED SUNSET MAPLE 2,682 c.f. 2,682 0. 35' spread (962 s.f) 27% 199 s.f. 010 RED SUNSET MAPLE 1,788 0. 1,788 c.f. 35' spread (962 s.f.) 38% 364 s.f. Oil RED SUNSET MAPLE 1,818 c.f. 1,818 0. 35' spread (962 0) 39% 375 s.f. 012 CARPORT COVER N/A N/A 55.5'x 25' (1,388 s.f.) 100% 994 s.f. 007 RED SUNSET MAPLE 35' spread (962 s1) 568 s.f. Total Qualifying Mature Tree Canopy Area 3,169 s.f. RED SUNSET MAPLE 35' spread (962 s.f,) 877 s.f. 5.58% 009 Total % Parking Lot Coverage 39.320/6 GENERAL SITE TABLE L TOTAL SITE AREA 15,713 s.f. AVG. MATURE TREE# SPECIES CANOPY CANOPY AREA % STE CANOPY GOLDEN DESERT 001 ASH 20' spread (314 s.f.) 2 s.f. 0.01% GOLDEN DESERT 002 ASH 20' spread (314 s.f) 2 s.f. 0.01% GOLDEN DESERT 003 ASH 20' spread (314 &f) 3 s.f. 0.02% GOLDEN DESERT 004 ASH 20' spread (314 &f.) 7 &f. 0.04% 005 RED SUNSET MAPLE 35' spread (962 &f.) 547 &f. 148% 006 RED SUNSET MAPLE 35' spread (962 s1) 555 S.f, 153% 007 RED SUNSET MAPLE 35' spread (962 s1) 568 s.f. &61% 008 RED SUNSET MAPLE 35' spread (962 s.f,) 877 s.f. 5.58% 009 RED SUNSET MAPLE 35' spread (962 s.f) 709 s,f. 4.51% 010 RED SUNSET MAPLE 35' spread (962 s.f.) 557 s.f. 3,54% Oil RED SUNSET MAPLE 35' spread (962 s1) 653 s.f. 4.16% 012 CARPORT COVER 55.5'x 25'(1,388 s.f,) 1,388 s.f. 8.83% 013 VINE MAPLE 12' spread (113 s.f.) 98 SS. 0Z2% 014 VINE MAPLE 12' spread (113 &f.) 98 s.f. 0.62% 015 EXISTING MAPLE 30' spread (707 s.f.) 114 s.f. 0.73% 016 EXISTING PEAR 25' spread (491 s.f.) 184 s1 1.17% 017 EXISTING MAPLE 30' spread (707 s.f.) 84 0. 0.53% 018 EXISTING PEAR 25' spread (491 s.f.) 57 0, 036% 019 EXISTING PEAR 25' spread (491 s.f.) 52 s.f. 0.33% 020 EXISTING PEAR 25' spread (491 s1) 45 s.f. 0.29% 021 EXISTING PINE 40' spread (1,256 s.f.) 204 s.f. 1.30% 022 EXISTING PINE 40' spread (1,256 s.f) 411 &f. 2.62% 023 EXISTING MAPLE 30' spread (707 s.f,) 62 s.f, 0.39% 024 EXISTING MAPLE 30' spread (707 &f) 3 0, 0,02% 7,280.00 Total Canopy Area (s.f.) 46.33% Total % Canopy PROPOSED PLANT MATERIALS. F L <xX Kx, a QUALIFYING MATURE CANOPY COVER INDIVIDUAL TREE MATURE CANOPY OUTLINE OPEN SOIL VOLUME GENERAL SITE CANOPY COVERAGE m CARDNO PROJECT#21302390 CENTREXCONSTRUCTION, INC. AVIATION - COMMERCIAL - INDUSTRIAL 7148 SW GONZAGA STREET TIGARD, OREGON 97223 K=1 TREE CANOPY -SITE PLAN.11 ,I Job No- 1310 Date: 8/1/13 J t LANDSCAPE IRRIGATION MATERIAL SCHEDULE SYM DESCRIPTION GPM & ARG P.S.I. RADIUS SPRAY HEADS 360° 90"-210' HUNTER MP1000 GRI PRS40 MAROON -0.45 40 14" R K HUNTER MP2000 GRI PRS40 RED = 1.47 BLACK w 0.86 40 19` Q HINTER MPCORNER ON PRS40 45°-106°: TURQUISE =0.45 40 14` T CTI INC.r 1 AVIATION - COMMERCIA'L * INDUSTRIAL MAJOR SYSTEM COMPONENTS POC POINT OF CONNECTION: SEE DIAGRAM SHEET L-301 ISTE IYEI - METER: " BUILDING SERVICE - SEE GRIL. PRV �+ PRESSURE REDUCING VALVE 749 @ BACKFLOW DEVICE: WILKINS 1" 3% Ej- MASTER VALVE: HUNTER ICV -1 01 G-FS-AS-ADJ - NORMALLY CLOSED FLOW SENSOR: HUNTER FLOW CLIK FCT-100 SENSOR BODY �,� �zCt INSTALL METER AS SHOWN IN CONCRETE METER BOX OREGON INSTALL PRESSURE REDUCER, BACKFLOW DEVICE, MASTER VALVE, FLOW SENSOR 05/13/11 � AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE PLANTER BED. USE PLASTIC VALVE BOXES. WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER LOCATION. EXPIRES 05/31/14 CONTROLLER. HUNTER ICOE - 6 STATION WALL MOUNTED CONTROLLER IN PLASTIC CABINET. LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING WALL. LOCATE SOLAR SYNC MODULE ON WALL NEXT TO CONTROLLER. WEATHER STATION: HUNTER SOLAR -SYNC. INSTALL SENSOR IN LANDSCAPE AS SHOWN, ON GALVANIZED METAL POLE, MINIMUM 108 ABOVE FINISH GRADE. POLE LENGTH SHALL ACCOUNT FOR 16" REQUIRED FOOTING. INSTALL MODULE IN BUILDING THE ADRIENNE ON WALL NEXT TO CONTROLLER AND WIRE TO CONTROLLER SENSOR PORT. 1A STATION NUMBER AND POINT OF CONNECTION DESIGNATION 4 GALLONS PER MINUTE PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE 7148 SW GONZAGA STREET FOR 20-50 GPM PROVIDE: 1p8 HUNTER VALVE (MODEL: ICV -1 01 G-FS-AS-ADJ) TI GARD, OREGON 97223 QUICK COUPLING VALVE WITH LOCKING TOP AND KEY FG.: HUNTER. MODEL: HQ44-LRC ISOLATION VALVE - SIZE PER LINE SIZE MFG.: APOLLO MODEL: -140-07 DRIP ZONE COMPONENTS Shaping the Future IRI -LINE EMITTER DRIP TUBING: PORTLAND STAKE TUBING @ T O.C. AND BURY TUBING 1" BELOW FINISH SOIL GRADES 5415 SW WEESTGATEDIR, STE 100, PORTLAND, OR 97221 MFG: NETAFIM ®MODEL: TECHLINE CV (TLCV--16-10) L: (503) 419 - 2500 FAX: (503) 419 - 2 TOTAL SYSTEM RUN = 2,361 L / COIL LENGTHS: () 1,000'& (1) 2508 (2) 100` FLOW TE: 0.9 GPH EMITTER SPACING: 1688 ON CENTER ROW SPACING: 1" ON CENTER 1A DRIP STATION NUMBER 4,5 GALLONS PER MINUTE DRIP ZONE: DRIP VALVE: HUNTER ICV -151G -FS -AS - J MANUAL PLASTIC FILTER: A IAD 1-1/2" COMPACT / 80 MICRON FILTER END FLUSH CAP: HUNTER,MODEL: PLD -GAP INSTALL IN 10" VALVE BOX. TYPICAL AT ALL ENDS OF DRIP LINE. ADJUSTABLE MICRO SPRAY: FG: RAINBIRD MODEL: ERI -BUBBLER SXB-360-025. FULL CIRCLE UMBRELLA MICRO SPRAY ON STAKE w/ BARBED INLET. ADJUST NOZZLE FLOW AS REQUIRED FOR COMPLETE TREE ROOT BALL COVERAGE AT INSTALLATION. INSTALL TWO (2) PER TREE AS SHOWN ON PLAN. PIPE TRANSITION POINT: PVC LATERAL TO DRIP TUBING w/ RISER IN ROUND VALVE BOX. PIPE ARID SLEEVING 1-1/2" MAINLINE - PVC SCHEDULE 40 (0-30 GPM) -------- UNDER -PAVEMENT SLEEVING: 4" SCHEDULE 40 PVC TO -------- BE INSTALLED BY CONTRACTOR AT DEPTH PER LOCAL CODE. EXTEND SLEEVES 16 INCHES INTO LANDSCAPE ED ON BOTH SIDES OF ANY PAVEMENT CROSSING. I�v KING BROS. IN LINE SPRING CHECK VALVE (MODEL # BPC -(LINE SIZE) -S. LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE. Drawing: Job : 1310 Date: /1/1 r w NOW r s; y n � Mimi - A DN0 PROJECT"#21302390 Y 7148 SW GONZAGA STREET Job OA 131 Date: /1f1 J h I EQUAL ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN. LOCATE GROUND COVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK" OR OTHER HARD SURFACE" UNLESS OTHERWISE NOTED. I GROUNDCOVER SPACING DIAGRAM NOT TO SCALE NOTE: LOCATE TOP OF ROOT BALL A MINIMUM OF 1" ABOVE ADJACENT FINISH GRADE. 1GAL, GROUNDCOVER O 0 O TREES SMALL BE PLANTED A MINIMUM OF a o 4`-0" FROM END OF ISLAND CENTERED IN INSTALL SARK MULCH IN T DIA. SAUCER. O REMOVE CONTAINER FROM ROOT OFFSET GROUNDCOVER 12" FROM — PLANTER ISLAND. SAUCER SHALL BE SOAKED WITH WATER BA BALL PRIOR TO BACKFILL, HEDGE AFTER PLANTING. O 4f - lnI BACKFILL WITH TOPSOIL TO THE DEPTHS 36`-0" o. PLS END TOPS , P FINISH GRADE o B ANALYSIS AND PROJECT O SPECIFICATIONS. - u LL g =til=lil-! I I - - 1 � 1=1i1=til=lil SCARIFY 4" DEEP HEDGE TO BE LOCATED -1 I f -I 11=1 11=1 11-1 I I-6IL-1=1 11=1 f 1=1 11=1 AND RECOMIPACT CENTER OF IS ND. -1! I-111=1 I I-1 I E=I 11=1 If �Ililllillllli{i 6" M11N. 1 I ,,Ill llU,;,ll 6"® MtIN. I 2 DECIDUOUS EVERGREEN SHRUB PLANTING T TO SCALE NST TO SCALE 0 NOTE: ° 0 LOCATE TOP OF ROOT BALL A a 0 o NOTES: 0 SET TREE ROOT BALL 1" ABOVE MULCH MINIMUM OF 1" ABOVE ADJACENT 0 FINISH (SOIL) GRADE. p TOPSOIL FINISH GRADE. 00 PLACE MULCH "AWAY o 0 ° FROM TRUNK. 1"" NOTE: W TOPSOIL DEPTH TO BE o — 0 4 0 PROVIDE BARK MULCH IN T IMA. A MINIMUM OF 36" IN o CIRCLE WITH TREE IN CENTER PLANTER ISLANDS. o ° OF MULCH. w SEE STAKING DETAIL 0 o FOR STAKING IN 0 DO NOT CUT PLANTERS, p MAIN LEADER o 0 0 c \ NOTE "A,": o C) 314" WIDTH PLASTIC LANDSCAPE MOUNDING HEIGHT ROLL BACK TOP 1/3 F BURLAP FROM E CHAIN K _ VARIES BASED ON PLANTER WIDTH ROOT BALL PRIOR TO BACKFILL. OR APPROVED EQUAL. `�-o AS FOLLOWS: o !° 0 TREE PLANTING - REFER TO PLAN Ii o FOR LAYOUT INSTALL BARK MULCH IN T DIA. SAUCER. SAUCER SHALL BE SOAKED WITH WATER. - AFTER PLANTING. INSIDE MOUNDING PLANTER HEIGHT 2"x2" WOOD STAKE BARK MULCH LAYER 3" DEPTH O WIDTH DRIVEN 18" BELOW _—. L UNDISTURBED SOIL. BACKFILL WITH 16" OF TOPSOIL. T4 3" =. —_ — FINISH GRADE — —__ _ — — AMEND TOPSOIL PER LAB 51_9" 6" ANALYSIS AND PROJECT I I SPECIFICATIONS. 10"-20` " I I II I, BACKFILL WITH TOPSOIL .� TO THE DEPTHS NOTED CURB ON PLAN. AMEND TOPSOIL PAVEMENT — VARIES SEE NOiE `A' PER LAB ANALYSIS AND =_ PROJECT SPECIFICATIONS.I— TOP OF BARK MULCH H TO BE 1" BELOW BACK OF 12" " 2 12"® 12" I I= i I �-) � i=://�/��/��/l\`�'�`��/ (� =1IN. CURB. MIN. MIN. SCARIFY 4" DEEP AND RECOMPACT RE COMPACT SOIL TO 95% RELATIVE COMPACTION. ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. DECIDUOUS TREE PLANTING 5 SOIL MOUNDING IN PLANTER ISLAND _C4 NOT TO SCALE NOT TO SCALE A DN0 PROJECT"#21302390 Y 7148 SW GONZAGA STREET Job OA 131 Date: /1f1 J h I 2525 E. Burnside St., Portland, OR 9721 phone:(503) 226-3617 www.seallp.col ffl fl I v 0 Z=, I Job No: 1310 Date: 8/1/13 2 7 \\\X PROFILE 110 PSI STATIC PRESSURE 110 PSI TO BUILDING OR SYSTEM DEMAND IRRIGATION SYSTEM FLOW NOTE- PROVIDE EXTENSION BOXES AS REQUIRED TO CONTAIN VALVE WITHIN STRUCTURE. TAPE & BUNDLE 6'MIN, ALL WIRE AT 10'4O"O.C. PROVIDE SUFFICIENT WIRE LENGTH WITHIN VALVE BOX TO ALLOW FOR REMOVAL 10 X PIPE 5 X PIPE WATER LINE TO BUILDING PLASTIC BOX OF VALVE BONNET ABOVE GRADE. FINISH DIAMETER DIAMETER Uj WM PRV DD MATERIAL LIST; GENERAL NOTES: A. THOROUGHLY FLUSH GRADE M (FREE SPACE) (FREE SPACE) REQUIRED REQUIRED UPSTREAM FROM DOWNSTREAM FROM MAINLINE 0 1. SERVICE LINE 1 UNION THE LINES PRIOR TO FLOW SENSOR FLOW SENSOR p 12" DEEP (MIN.) DRAIN ROCK. SEE 3. NIPPLE INSTALLING DCVA. WATER PROOF CONNECTORS VALVE FINISH GRADE FLOW SENSOR SPECIFICATIONS FOR TYPE AND SIZE 4. SHUT-OFF VALVE B. DIAMETER OF PIPE ACCESS BOX 5. CHECK VALVE AND FITTINGS = SIZE MASTER VALVE (D.S.H.S. APPROVED) PER DOUBLE CHECK. TEE (SEE SPECS. WIRE 6. TESTS COCKS 3 FOR SIZE) MAINLINE -III III=I HUNTER ICV - NORMALLY CLOSED BACKFLOW DEVICE FLOW� PRESSURE REDUCING VALVE WMIN, VALVE BOX WITH KA LOCBLE LID PLAN(65 III0 BRICK OR CONC. BLOCK CONTROL BUILDING METER FLOW 51iA . . . . . . . WIRES FROM COMMON m DRA 4" DEEP (MIN.) IN ROCK. SEE El 11=) - CONTROLLER WIRE LOOP I I 1=1 I I FEI 11=I I FEI SPECIFICATIONS FOR TYPE AND SIZE SHUT OFF I ISOLATION VALVE SCH, 80 TOE STUB -OUT TO BUILDING OR 3" DEEP (MIN.) NIPPLS DRAIN ROCK. SEE 'L 8EONG IRRIGATION SYSTEM s" MIN. SPECIFICATIONS CITY WATER MAIN FOR TYPE AND SIZE 1 POINT OF CONNECTION DIAGRAM NOT TO SCALE 2 BACKFLOW DEVICE 3 MASTER VALVE (NORMALLY CLOSED) 4 FLOW SENSOR NOT TO SCALE NOT TO SCALE NOT TO SCALE UP TO 200' AWAY Z QV HUNTER QUICK COUPLER (44 -LRC) IN 10" VALVE BOX HUNTER ICORE 6 STATION FINISH GRADE DRAIN ROCK MIN. 3" (3/4" CLEAN CRUSHED) RAINBIRD VB -STD VALVE BOX QD WALL MOUNTED CONTROLLER BCH. 80 NIPPLE FINISH GRADE CONCRETE PAVER (4) a SCH 80 NIPPLE 2 CONTROL WIRE IN ELECTRICAL SCH. 40 STREET ELL. E I E BOTH SIDES CONDUIT. SIZE AND TYPE _E=1( PEI LOCAL SCH. 40 ELL. MAINLINE - (DIA. VARIES) FINISH GRADE SCH. 80 NIPPLE ISOLATION VALVE ELECTRICAL SUPPLY CONDUIT, 6 CONNECT TO POWER SOURCE. 0 SCH� 40 STREET ELL. 3" MIN. DRAIN ROCK J BOX INSIDE CONTROLLER. -oa(3/4" CLEAN CRUSHED) SCH. 40 TEE OR ELL., P. —1— —1 I(=1 I , II -1 fill CONCRETE PAVER *NOTE* F1=—TFF--7 MOUNT CONTROLLER (D WIRELESS SOLAR SYNC SENSOR - - W W MAINLINE SCH 40 S x T COUPLER WITH LCD SCREEN AT EYE LEVEL. MODEL SOLAR SYNC MODULE BOTH SIDES CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC SOURCE. Z MOUNT ON 2" DIAMETER GALVANIZED POLE A MIN MOUNT ON WALL NEXT TO CONTROLLER CABINET 1 VABOVE FINISH GRADE, SET MOUNTING POLE IN 12" DIA, 13" DEEP CONCRETE FOOTING. LOCATE IRRIGATION CONTROLLER POLE IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT WITHOUT OBSTRUCTING RAINFALL COLLECTION. POLE AND SENSOR TO BE FIELD POWER SOURCE LOCATED BY LANDSCAPE ARCHITECT AND CONTRACTOR AT THE TIME OF CONSTRUCTION. VALVE WIRE CONDUIT FINAL LOCATION IS DEPENDENT ON SENSOR SIGNAL STRENGTH. 5 QUICK COUPLER WITH LOCKING RUBBER LID 6 ISOLATION VALVE 7 WALL MOUNTED CONTROLLER n8 :W:E:A R ST A T 10 NOT TO SCALE NOT TO TO SCALE NOT TO SCALE NOT TO SCALE I CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES �N PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND Ji -j z 9 ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT. THE -j CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. z <FINISH GRADE Z RAC CONTTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH :2 PLANS TO LANDSCAPE ARCHITECT. 1 CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT CLEAN AND LIGHTLY START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS :t COMPACTED BACKFILL Z' m: OF WORK BEFORE STARTING. 5�4� CL TRACKING WIRE, 6" CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF r LIJ H ------ rn- 00 c\j C) ABOVE MAINLINE ONLY I=IWITH LANDSCAPING ANDDRAINAGE SYSTEMS. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND SLEEVING. & CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN Ia I M LATERAL LINE 6. MESES FOR IN SENSOR TO BE RUN IN RIGID PVC CONDUIT TO INCLUDE SWEEPING US, MAINLINE - SIZE AS REQUIRED COUPLINGS, AND STRAPS AS REQUIRED ANI? DIRECTED BY LANDSCAPE ARCHITECT. CONDUIT SHALL BE PAINTED TO MATCH BUILDING ARCHITECTURE AND BLEND WITH MOUNTING SURFACE. ATTACH IRRIGATION WIRE 7. CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING / ELECTRICAL SURGE PROTECTION KITS LUL TO MAINLINE AT AND 6' LONG COPPER GROUNDING ROD WITH #10 BARE COPPER WIRE FOR CONTROLLER. ALSO -E -i INTERVALS OF 26-0" PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH LEG OF INCOMING POWER TO GROUNDING ROD, 8. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR QUICK COUPLER VALVES. �9j IRRIGATION TRENCH IN LANDSCAPE BED NOT TO SCALE 9. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS -BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE I; PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS -BUILT PLAN SHALL BE z WSTAMP IN CONCRETE —�O MARK SLEEVE LOCATION SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. PAVING 1a. CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF CLEAN AND LIGHTLY IRRIGATION CONTROLLER. z M 0- (-I I 1=1 H COMPACTED BACKFILL 11, CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS Cl- 1EE1 I M1 TRACKING WIRE, 6' Uj ABOVE MAINLINE NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE 00 ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL, AT NO COST TO THE OWNER THESE ITEMS MAY c\II BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE III . . . . . MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN. PVC CLASS 40 SLEEVE - 12, THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT A MINIMUM OF 65 PSI AT THE POINT OF CONNECTION, IF THE PRESSURE IS LESS THAN 65 PSI, OR GREATER THAN 75 PSI, NOTIFY THE 4' UNLESS OTHERWISE NOTED LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING, PRIOR TO PROCEEDING 4" PVD SCH, SLEEVES AS REG. WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. FOR WIRING AND OTHER 13, CONTRACTOR SHALL INSTALL CHECK VALVES WHEREVER AN ELEVATION DIFFERENCE OF 5 FEET IRRG APPURTENCES OR GREATER OCCURS WITHIN THE SAME IRRIGATION ZONE. 10 SLEEVE INSTALLATION UNDER P"ING NOTT, NOTES IRRIGATION PLAN NOT TO SCALE I BLANK FOR FUTURE USE BLANK FOR FUTURE USE NOT TO Sc NOT TO SCALE 2525 E. Burnside St., Portland, OR 9721 phone:(503) 226-3617 www.seallp.col ffl fl I v 0 Z=, I Job No: 1310 Date: 8/1/13 GARDNO PROJECT#21302390 I ImmsHow), I'll 1111111111111!111111 Mill I lifflli�_ CENTREXCONSTRUCTION, INC. AVIATION - COMMERCIAL - INDUSTRIAL 1 410, No, 11�0. 7148 SW GONZAGA STREET TIGARD, OREGON 97223 Job O. 1310 Date: 8/1/13 awl"ll"I's WATER PROOF CONNECTION (2) 15' T x 1' T BCH 40 COUPLER ZONE ID TAG LANDSCAPE DRIPLINE TUBING: DRIPLINE TUBING TOP OF MULCH- 3' DEPTH HUNTER PLD TUBING VALVE BOX WITH COVER 6' ROUND VALVE BOX: —FINISH GRADEfTOP OF MULCH DRIP GALVANIZED VALVE AND FILTER TIE DOWN STAKE: RAIN BIRD TDS-050 w/ BEND 3' MIN, PLACE ONE EVERY THREE EMITTER (PRE -INSTALLED) IN TUBING LINEAR FEET OF TUBING 2' T x 15' T BCH 40 ELBOW TOP OF MULCH - 3' DEPTH FLUSH CAP - HUNTER PL AP PLANT MATERIAL PVC SCH 80 NIPPLE 3' MIN, BLANK DRIPLINE TUBING Ir T (LENGTH AS REQUIRED) FINISH SOIL GRADE -CONCRETE PAVER (4) 2'T ou 0�'.�o �zl) 0, 0 FINISH SOIL GRADE N- m \\� /,\\/\ \,/\X, PRESSURE COMPENSATING IN-LINE EMITTER TUBING )060 SCH 80 NIPPLE (2' LENGTH, 0 _20,6 HIDDEN) AND BCH 40 ELL X \,\-X BARBED TEE: HUNTER PLDTEE PVC MAINLINE PIPE DRIPLINE TUBING —PVC SCH 40 TEE BURY TUBING 1" COUPLING - HUNTER PLDCPL ............. —SCH 40 COUPLER: BELOW FINISH SOIL GRADE, (BARB TO BARB) IF ZONE FLOW < 35 GPM USE 1.5® S x 1.5* T 6 -INCH MINIMUM DEPTH OF IF ZONE FLOW > 35 GPM USE 2' S X 1.5' T 3/4 -INCH CLEAN CRUSHED GRAVEL PVC LATERAL PIPE EMITTER (PRE-INSTALLED) 3" MINIMUM DEPTH OF IN TUBING 3/4" WASHED GRAVEL DRIP VALVE AND FILTER ASSEMBLY NOT TO SCALE 2 DRIPLINE TUBE STAKING NOT TO SCALE- 3 FLUSH CAP IN VALVE BOX NOT TO SCALE '4 D�IPLINE PLACEMENT AROUND PLANTS NOT TO SCALE rQ 1 4— PVC SERVICE LATERAL PVC SCH 40 TEE SxSxT PIPE FROM VALVE FEMALE THREADED SIDE RAINBIRD XERI-BUBBLER PVC BCH 40 ELL 5xT TERAL PVC A L PVC LATERAL PIPE. ON 5'PLASTIC STAKE MODEL: UXB-360-SPYK F FEMALE HEADER TO CLASS 200 PVC THREADED SIDE SERVICE DRIP LINE TUBING, BARB TO 3/4' NPT ADAPTER HUNTER PLD075 LANDSCAPE TOP OF MULCH - 3" DEPTH DRIPLINE TUBING RAINBIRD 1/4XQ DISTRIBUTION TUBING TEE: HUNTER 1/2' PLDTEE FROM HUNTER PLD TUBING x FINISH GRADE TIE -DOWN STAKE: RAINBIRD TD -050 W/BEND "—BARBED TEE: HUNTER PLDTEE BARBED ELBOW: LANDSCAPE HUNTER PLDELB DRIPLINE TUBING BARBED COUPLNG: HUNTER PLDCPL FLUSH CAP: HUNTER PLDCAP DRIPLINE LAYOUT NOT TO SCE AL 6 XERI-BUBBLER ON STAKE NOT TO SCALE LUANK FOR FUTURE USE NOT �SCALE LAN�K FOR FUTURE USE NOT TO SCALE GARDNO PROJECT#21302390 I ImmsHow), I'll 1111111111111!111111 Mill I lifflli�_ CENTREXCONSTRUCTION, INC. AVIATION - COMMERCIAL - INDUSTRIAL 1 410, No, 11�0. 7148 SW GONZAGA STREET TIGARD, OREGON 97223 Job O. 1310 Date: 8/1/13 awl"ll"I's