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11565 SW DURHAM ROAD-2 Keynotes r• G — } 1. EXIS FING PARK -)IGNAGE r r r J • 1 r Y rV w• •`a Y PACIFIC HWY 99 ��f r o Y"Y P • r } a • "° � • i . . • , " MILDREN DESIGN GROUP, P.C. - _ - - - - - - ARC HI'I'8C.'TURE + SPACE PLANNING 7650 S.W. Beveland, Suite 120 11 Ij - • •�• iC► Pr Y Y . " ' • . . Tigard, Oregon 97223-8692 /__ ___ _ - - - --- — - - -- -- - - - -------- it — - - -- --- — (503) 244-0552 I General Notes _ LOADING ARTA: NO LOADING REQUIRED ! EXISTING - I EXISTING BUILDING B BUILDING A d 01: ^ � I x CITY OF TiGatRD \ / /J T r - -- Cnlly Approved . F,/- fT od:tionaas described In. — For only the wo - PERMIT NO. _ b � ................ [ �• POP,ILAN , 6REGON w Follow.•. I I � See Letter to: •••'..•"'. • Attach..... [ EXISTI_N dress• s.r��•- / �G Job Ad _V Date. ._ 3 OF v BU G_C By.— - �=' 1J407' N 89d57'J7' t � l - s w �� Owner: Doug Fr p - T F K PROPOSEDIre BUILDING - - - \ -- 2423 Remington Ct. 1 West Linn, OR 97068 - I EXISTING BUILDING D I ------ —' Project: wilding F 99W & SW Durham Rd. \ �\ Tigard, Oregon Sheet Title- tte Plan - I EXISTtNG_BUIIr�D_I_NG E . � �.i— • SEE A1.2 FOR PLAN _ _ _ _ Yl�� AREA OF WORK _ s % _ _ DANEY RD d `-. Y' 76 DL iw HART RD y GARDEN < RD 4 '.Y All_ �Wf �z _ Revisions: '� ,a / \ I Cooper lr LVEIR RD 17RS FERRY RD,. / ► OAK ST pNrkU S � I cy_ STEPNENSEN / \li Site Plan ~ rT i[N ,- (\ ST � � 1 Bull TIgQr Lake 0. 'I all, DAAR Hf DONALb ST FUSE 30'- n=3O•—OrrDULL `AIN R � �A ASE IOWA Do — — King CI ATTLER S ` � 16 RD RD # lp� a � 1 E �fj B BEND Q Co�� Y •I.... 51'�f V _ REEN TIQE ?q Dur � s D JUL 2 1 2003 HIL DS ' Res ti' It ` TUQIa't VerghO R MILDREN DESIGN GRpUP, P.Q. -p 3. 41_ �I-} � � o RIGHTS RcSLRVEO f�) SAGERT RD RD i THESE DRAWINGS ARE THE PROPERTY OF t1N AVERY ST �_ *e MILDREN DESIGN GROUP, P.C.. AND ARE T RD NOT TO BE USED OR REPRODUCED IN ANY EbY Rb \ MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. sherw a `� Date: 15 July 2003 SUNSET BLVD- A west �nn Drawn by: Checked bv: BK WLM � Vicinity IUIa Job Number: 1 0 _ -- ---- 2234 _ _ Sheet of: Durham Rd. 11565 PLN12003-00360 1 of 8 Permit Submittal -- July . 9 2003 A 11 G i i NOTICE- IF THE PRINT OR TYPE ON ANY I I III III III III III III I I III III III I I III ' i l III I I I ( I III III I I III I I i I I I I III III III III I i IIIIIII III III I I I i l I l III I I III III IIIIIII III III IIIIIII III III IIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I I I I I 1 4 I Ij I I f 1 I ----1 -- -- _ --- -- ---- _. l -- - --1--- — - I [ �� — - - _ �. _ -1--- - IT IS DUE TO THE QUALITY OF THE No 38 s ORIGINAL DOCUMENT ( T ---�- F 8 Z i S Z L11Z 8 Z J 511Z 6 Z 1Z �Z [�Z O Z 8 i 8 I L i 9 t 4(T t F1 i Z l t t t - 8 8 IIIII IIII IIII Illlillll IIII�Iilllllll�IIIIIIIILIillllllll�lllllllll�ll!IIIIIIIIIIIIIIILIIIIIIIIIII IIII IIII 11 ' I ,,� I 1 � II I I L ►I ►III III�IIIIIIII►�II►111►IIIiIII►III ►III,IIiI�I ►I� I c� � � 11111► IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIII ►►IIIIII�IIIIII�,��I111.ll11�11I1I1�1111111ll111111u1�LlllWlvllll�I�� ►III�� ►II Keynotes I 1. CONCRETE SIDEWALK - SEE DETAIL 1/A5.1 ✓ 2. NEW ACCESSIBLE PARKING AND SIGNAGE -- SEE 2/A5.1 3. NEW EXTRUDED CURB } 4. REMOVE EXISTING FLAG POLE MILDREN DESIGN GROUP, P.C. 5. AREA TO BE LANDSCAPED - SEF L1 .+ AftC'IiI1'ECTURB SPACE PLANNING 6. 4 WHITEPAINTED STRIPING, TYPICAL EX[5 LING CURB 7650 S.W. Beveiand, Suite 120 8. EXISTING SIDEWALK Tigara, Oregon 97223-8692 t - 9. EXISTING PAVING (503) 244-0552 10. EXISTING LANDSCAPE 11. PROPERTY LINE 12. FACE OF WALL u , 13 BIKE PARKING FOR (3) BIKES -. SEE DETAIL 7/A5.1 I I 14. EXISTING TRASH ENCLOSURE I I I I I I 15. NEW PAVING I I I I I 16, REMOVE EXISTING CURB 17. RELOCATE EXISTING POLE LIGHT I f I I I I I 18. CARPOOL/VANPOOL PARKING AND SIGNAGE PER '.ITY OF TIGARD n -+--jI I I ► I I I I I I I I I STANDARDS S Q) I I I I 1 I I I I I I I I Legend _ _ _ _ �� , ,A NEW PAVING IPR 2 ..... ... . . .. . . .. .. . .(5) SPACES g+_p�+ (3) SPACES- - Ko� , 0 GQN O C� �- . . ... . . . .. . . 9 . . .. .. .. . .. . . 9 OF / 1 Owner: Doug Fry I I 4 a _ ' --- 2423 Remington Ct. a 4 I-::.:::::. ------ — West Linn, OR 97068 Z ° .1 Project: �r Building F 4 ° 1 �7 () I w Q V � 4 iti ' ° 99W & SW Durham Rd. Tigard, Oregon Proposed Buildit - _ -_- -_ __----__ -- Sheet Title: - --- - - - - Enlarged Partial 14 Site Plan l n 17 // ♦ �� 42 Revisions: 0 3 16 _ l VJ n � � i r: 12 MILDREN DESIGN GROUP, P.C., 200', RIGHTS RESERVED Q NGS ARE THE PROPERTY OF THESE MILDREN DESIGN GROUP, P.C., AND ARE } -`I NOTTO BEMUSED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF FN DESIGN GROUP, P-C. \ \ Date: 15 July 2003 Drawn by: Checked bv: Site Plan T.1h WEM Job Number: 102234 1 r� 20 She'l I& Durl am Rd. 11565 PLM2003-00360 ,. 2 of 8 . Permit Submittal -- July 2003 A 1 .2 NOTICE. IF THE PRINT OR TYPE ON ANY �I�Tli� ll!1 I �Ill� lli�!IIII !��II�II► III! I�TjTl1�l�� illll�lfl�Il i 11!II�1�1�!�I�!I IMAGE IS NOTAS CLEAR AS THIS NOTICE, $1 .__—_- IT IS DUE TO THE QUALITY OF THE No.36 �j"�_ •" / ORIGINAL DOCUMENT �� .��I��► ► ►I��I►►�III��L�� i►i�l►�t ► Z�►I��E►�1Zi► Ii� 1 �I►�1111OiiiiliJ6 iWi11iiiliiL 1''91 17U�Z 11I � �W �l�►�l hl�>� il ILI 189.43 G 19 189.17 G C, 189.65 G 189.33 G 188-,Q�4 G TuPOGRAPHIC SUPVF. Sri SAN MH - 8 Z) RIM 189.14 189.44 G _1U/-\T[ D IN : IE 181V4 .41� PART OF A TRACT OF LAND SI SE 1 4 SEC . 10 ,1 . 2S . , R . 1W. , W . M . ' 188.96� SAN LINE City of Tigard, Washington County, Oregon K_ PER AS-BUILT ONS))4 89 CB t.1b 189.60 G 189.55 TC RIM 18893 IE 185.* 3 43 *189-18 189.49 G SCALE: 1 10' 189.85 TC S G, 189.19 188.59 G 189.35 G S _ 15,19 c9 RU UR - J.T (9,9 1r> 189.45 k9 190-25 G Q, SAN MH 4p. LEGEND: RIM 188.69 TC TOP CURB 189.58 G 190-05 TC 189.16 S IE 180.29 ASPH. G = GUTTER 190.14 TC ASPH. -G- GAS LINE S CBCATCH BA!>IN S -SD-= STORM Df AIN IRON ROD & CAP -S-- = SANITARY SEWER 0 •189.70 G S 8905207"W LP LIGHT POLE 8"MAPLE *190.9% -X- = FENCE LINE Y) *189.71 190.29 TC FL = FLOOD LIGHT 189.52 C, FP = FLAGE POLE t-, 1r- C14 SPOT ELEVATION 01b (7! Ob b* �?o 00 00 or; 00 HC - HANDICAP blo 8"PINE )K 00 00 00 EXTRU. CURB WV - WATER VALVE - - 0 * /\C1 > WM WATER METER 189.04 188.2 -W-- WATER LINE 189.67 Pa0 S `0 CONTOUR INTERVAL = 1 ' Qj, *188.4 18 3 SD T. 1 *189.56 PER AS-BUILT C 8"PINE # 8"PINE _I018 d9 0 SPRINKLER '. 1b* CONTROL \(b BOX 9 ASPH. > 186.4 SAN LAT. L-Li PER AS-BUILT �,: / / 0191.0 In SD PER 2-8"PINE WK AS-BUILT 0 9e, e190.3 - 0 *189.5 12"PINE 191.2 0190.30 190.35 G *188.7 C :k6'MAPLE *190.7 VAULT P IRON ROD 3c CAP 191.24 TC 190.38 • *190.2 N A:, 190.53 G 2-10'1 REDWOOD W / , '0 *190.47 e189.4 "0 CONC. WALL 190.51 G 191" 69. 18"MAPLE };I+ OD *K 7,1 *191.6 E 8"6"6 D 191.08 TC SIGN `�001 *191.8 *191.1 e 189.2 CO C e190.6 FL • 5"MAPLE # Z 191.05 TC FP 191.21 TC *190.2 *189.8 12 C zGN 0.53 G tK BOULDER For: 4spl� lzr �p ^Op - Co/v, CP -0 189.6 Willowbrook Commercial Center 4,7e *191.8 (0 �BULDER 16"MAPLE W IV- : C, 10 WATER 190.82 G `' `�`_ 19'f.fi -- 0 18"MAPLE (APPROXIMATE LOCATION) CIV 190 Nc�\ 18b 192.9 • *192.6 ro 0192.4 191 CO/VC. 2 SURVEYOR: N ro S/DCW4tK ,,-IRON ROD_ AP *191.8 VAULT 5/8-1R0N ROD TRANSFORMER WV Jim Weddle and Assoc . , Inc. ► e LPPAD wM 0 WV 1750 SW Skyline Blvd . I, 19 OPTIC Portland, OR 97221 170133,4 292-8033 P 4 3/n- . 4 6 W SIGN BENCH MARK: 130.02 IAJ Wcshirgton County Bench Mark No. 561, CB N 78012'01 "W W Bross Cap in sidewalk Northeast corner NIP W intersection Pacific Hwy. (Hwy 99) and C = 129.53 Q) W Durham Rd. �) � ) /y �,6 NOTE: Elevation = 190.99 12 DI WATER MAIN Washington County Datum. IN STREET NOT LOCATED THIS SURVEY (APPROXIMATE LOCATION PER Durharn Rd. 11565 TICARD WATER DISTRICT MAP) PLM2003-00360 G 3of 8 2 G G G G G G 94 2346' 1 NOTICE: IF THE PRINT OR TYPE ON ANYI S I I I ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, -5, IT IS DUE TO THE QUALITY OF THE No.30 bo, ORIGINAL DOCUMENT6z 1 11 11 7, 11 I till C) 0 0 Lf) W z 0 W C) CITY OF TICiARD 4i x > Q Qt 4) LLS 0) a., 0 < z U(A z 0 JUNE 279 2003 c0 00 LLJ LIJ Z 0) (j) r 3 t'- z - ---------------------------- Qc) 0 q9 cr lx� �Ib W ■ 0 z N Ki q #ft- 70�1 ity tv. 1-w :0 C4:S 1z PROJECT=^air R WILLOWBROOK BUILDING F VOR-1 26 P. PROPOSED BUILDING EXPIRES 12/31/04 Dur am lqm 11P, 17A'', cp T"T -A co L VICINIUY MAP 10 _ LL N.T.S. YA z F- 0 .j Z w 8 W Z) EROSION CONTROL NOTES TEMPORARY GRASS COVER NOTES STORM DRAINAGE GENERAL NOTES INDEX OF DRAWINGS M 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURWIG CONSTRUCTIO.1 1. GROUND SURFACFS EXPOSED DURING THE WET SEASON (NOVEMBER 1 1. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. 0 (ANY TIME OF THE YEAR) PER THE "EROSION PREVENTION AND SEDIMENT CONTROL PLANS THROUGH APRT'-- 30) SHALL HAVE TEMPORARY GRASS COVER MEASURES IT IS THE CONTRACTOR'S RESPCNSIBILITY TO FIELD VERIFY DEPTH AND SHEET No. SHEET NAME SCALIE a: 0 TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994, AND UNIFIED SEWERAGE AGENCY'S FULLY ESTABLISHED BY NOVEMBER 1 OR OTHER COVER MEASURES WILL LOCATION OF EXISTING UTILITIES ORIOR TO CONSTRUCTION AND INFORM0 DESIGN AND CONSTRUCTION STANDARDS, R&D, CHAPTER #8. HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS COCID COVER S'AEET N/10' ACHIEVED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING THE ENGINEER OF ANY DISCREPP.NCIES IN THE PLANS. CALL FOR C11 GRADING AND EROSION CONTROL > 2 APPROVAL OF THIS EROSION/SED!M ENTATIO14 CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN EROSION BY NOVEMBER 1, IT IS RECOMMENDED THAT SEEDING AND LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. C2 UTILITIES PLAN in=10' 0 M APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, MULCHING OCCUR BY SEPTEMBER 1. 2. THE CONTRACTOR Shi'LL AT ALL TIMES ABIDE BY APPLICABLE SAFETY C3 CIVIL DETAILS N/A RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. HYDROMULCH SHAL.- BE APPLIED WITH GRASS SEED AT A RATE OF RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE 300 3 THE IMPLEMENTATION OF THESE PIANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND 2000 LB./ACRE. ON SLOPES STEEPER THAN 10 PERCENT, HYDROSEED SHORING AND TRENCF. PROTECTION OF WORKMEN. 0 UPGRADING OF THESE ESC FACILITIES IS THF RESPONSIBILITYTY OF THE CONTRACTOR UNTIL ALL AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (BONDER). 3. RIM ELEVATIONS OF MANHOLES AND CLEAN OUTS WITHIN PAVEMENT ARE CLEARING AND GRUBBING NOTES CONSTRUCTION IS COMPLETED AND APPROVED BY THE UNIFIED SEWERAGE AGENCY (USA) AND APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 1. ALL CONSTRUCTION AND MATERIALS WITHIN CITY OF TIGARD RIGHT-OF-WAY j VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR SEED SUPPLIER RECOMMENDATIONS. PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6" SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 3. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED ABOVE FINISHED GRADE. CITY OF TIGARD. AT DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 4 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT 4. ALL STORM SEWER PIPE SHALL eE AS SPECIFIED UNLESS APPROVED BY 3. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE (ROLLERS, CLEAT TRACKS, ETC.). THE ENGINEER. WITHIN WASHINGTON COUNTY RIGHT-OF-WAY TO BE INSTALLED, REMOVED BEYOND THE FLAGGED CLEARING AREA SHALL BE PERMITTED. THE FLAGGING SHALL BE 4. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 5. CONTRACTOR TO COMPLETE ALL REQUIRED TESTING AS NECESSARY, AND/OR REINSTALLED BY THE CONTRACTOR. MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 5. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO 4. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN- 5 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL LANDSCAPE PLANS, IF AVAILABLE OR RECOMMENDATIONS OF GRASS MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, WALI-S, CLEARING AND LADEN AND SEDIMENT GRADING WATER ACTIVIDOTIESNOT, ANDEN TER THE DRAINAGE SYSTEM,11N SUCH A MANNER AS TO EROADWAYS,NSURE THAT OR SEVIOLATE BEFOREDIMENT SEED SU6EEDING BY PPLIER. IT I"TRACKS RECO-WALKINMMENDEG," (D THDRIVINGAT SLOPA TRACTOR UP ES BE ROUGHEAND SITE STREET CONSTRUC110OTHER NED N GENERAL NOTES VAULTS,FREESTANDING BUILDINGS FOOTINGS. ASPHALTIC PAVE(COD SURRUCTEFACES, GRAVELED AREAS, SHEDS OR I NSTD OF , APPLICABLE WATER STANDARDS. DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO ETC.) BUILDINGS FOUNDATIONS, FENCES, RAILING, MACHINERYWOODCONCRETE, ETC. WITHINETTHE SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE FOR STABLE SITES 1. ALL CONSTRUCTION AND MATERIALS WITHIN CITY OF TIGARD RIGHT-OF-WAY CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. 6 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS FOR SEEDS TO REST. SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES CITY 01: TIGARD STANDARD SPECIFICATIONS. 11% STRUCTURES TO BE REMOVED. CONTRACTOR SHALL OBTAIN ALL NECESSARY ARE AS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION DEMOLITION PERMITS. 7 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 5. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) ONICE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): 3. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED AND THE 8 AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT' RESULTING EXCAVATIONS SHALL BE PROPERLY BACK FILLED AND COMPACTED PRIOR _v. CREEPING RED FESCUE, 20% BY WEIGHT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND RF I DATE I BY TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE SYSTEMS SHALL BE CLEANED APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE BEFORE COMMEINCING AN EXCAVATION. ROOT BALLS OF TREES TO BE REMOVED FROM THE SITE. PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 2. STANDARD HEIGHT GRASS MIX 6. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED SHALL BE ANNUAL RYEGRASS, 40% BY WEIGHT 4. ALL EXCFSS MATERIAL NOT UTILIZED ON-SITE SHALL BE REMOVED FROM SITE STRIPPED TO REMOVE ORGANIC MATERIAL AND VERIFIED BY THE TESTING AGENCY. 9 STABILIZED GRAVEL ENTRANCES SHALL BE CONSTRUCTED AT THE BEGINNING: OF CONSTRUCTION AND TURF-TYPE FESCUE, 60% BY WEIGHT BY THE CONTRACTOR. 8. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE MAINTAINE=D FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE 5. TREES NOT CESIGNATED TO BE REMOVED SHALL RE PROTECTED AT ALL TIMES. CLEARING AND GRUBBING OPERAfiONS SHALL BE REMOVED BY THE CONTRACTOR ENSURE THAT ALL PAVED AREAS ADJACENT TO THE PROJECT ARE KEPT CLEAN FOR THE DURATION 7. FERTILIZATION FOR GRASS SEED _. IN ACCORDANCE WITH SUPPLIER'S AND DISPOSED OF OFF SITE. OF THE PROJECT. RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF 6. SAW CUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT 9, EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS ALL SAW CUT LINES SHALL. BE LOCATED AS SHOWN ON PLANS. INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT 110.STORM DRAIN INLETS. BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT FERTILIZER. LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SURFACES ARE COMPLETED AND/OR VEGET/SION IS RE-ESTABLISHED. 7. CONTRACTOR SHALL PROVIDE AND MAINT.A%IN ADEQUATE TRAFFIC CONTROL ALONG BEFORE COMMENCING AN EXCAVATION. 8. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON THE EXISTING ROAD!. AS REQUIRED BY CITY OF TIGARD. 11 PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. SLOPES AND IN DITCHES/SWALES, BIODEGRADABLE NETT ING OR JUTE 10. ALL UNSUITABLE MATERIAL (CONCRETE, ASPHALTIC CONCRETE, WOOD DEBRIS, AND IS DESIRABLE AND MAY BE USED INSTEAD OF BONDING AGENTS TO MISCELLANEOUS DEBRIS) ENCOUNTERED DURING THE CLEARING AND GRUBBING 12-SEEDING SHALL BE PERFORMED NO LATER THAI) OCTOBER 1 FOR EACH PHASE OF PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE OPERATIONS, SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF SITE. PROJECT NO. CONSTRUCTION, AND AS WEATHER WILL PERMIT ADEQUATE GROWTH. ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11. SAW CUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT. 13 WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM, 9. WATERING SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE ALL SAW CUT LINES SHALL BE AS SHOWN ON PLANS. MDG4020 UN TIL THL. VEGETATION/PLANTINGS ARE WELL ESTABLISHED. TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE SITES. THE EXISTING ROADS AS REQUIRED BY CITY OF TIGARD STANDARDS. DATE I 612712003 141E THERE ARE EXPOSED FOILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH APRT_ WATER APPLICAT!ON RATES SHOULD BE CONTROLLED TO PROVIDE 30, THE WET WEATHER EROSION CO"TROL MEASURES WILL BE IN EFFECT SEE SECTION 3.3.7 ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. DESIGNED SAL AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. ENGINEER 1 JPR 10. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER CHECKED I JR13C0 15 THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED. ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES 16 ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE USA TAKEN TO ESTABLISH ADEQUATE COVER. INSPECTOR, PRIOR TO ANY CONSTRUCTION. SHEET TITLE 17.USA ESC HOT LINE 844-8444, CALL BEFORE STARTING ANY WORK. COVER SHEET NUMBER -------- DurharnRd. 1 .60 c o 4 of 8 E INTY11JIjIjIji� iITjrj'j_rITjTT 11 IjIjIjIJIjI� 11111 Jill11lllll IMAGES NOT AS CLEAR AS THIS NOTICE, A 111111111111 Jill I I I " IT IS DUE TO THE QUALITY OF THE No 36 & ORIGINAL. DOCUMENT ST Zt v ji- rz lilt ►ill�llll !IIIlillllllil I(II�II�III(IIII Illfl � � IIIIiII ILII II � III II IIIIIIIIIIIIIIIIIIIIII�I lelT-J- ttl[lutil 811- t 1 9 T 2 1 t I j� z 1 I cD CV 06 QD O 1 00 U 0 r 7D •E t` N L_ (D ■ ZI lU ( I 1 - I z _O 0 f l c) c_D U 1 1�y> 1(99, L) 90.61 1.gU I 7 i; 20 G (n _ � tp iU \ `` C 0 9 a I o a� o wo ? �'`fl co crnr �'`fl �`fl N v 1r REMOVAL NO TIE: �a, ce Z W � A m .� w o �' c) REFER TO ARCHITECTURAI. c) G) �' I �) C z n7. 1 DRAWINGS FOR FURTHER C8 (� �j a T ( A4l l DEMOLITION j REMOVAL NOTES RIM 188.93 o c 9(� IE 185.43 - c ao w rn n ASPLEGEND _N r- Z H. •� ? ''' INSTALL SILT SAC IN � r- z MATCH E EXISTING CATCH BASIN L_ ca • MATCH EXISTING GRADES j w In z Q iO 90.4 ALONG ALONG SAW CUT LINE, TYP �9 MAINTAIN DURING `� �,� E ETNO PF4voem a co cr j - CONSTRUCTION. `' SAWCUT SAWCUT / 1 �, �"� Y'r7 CONCRETE SIDEWALK rU� a o`O EXTRU. cul�H -- ----- -__ -- ------------ --- ----------- --- -------- 9" 'Ile_"� ' (99`13 __ MAIL BOX PROPOSED STORM - a_ � �� `� 1'99.65 �, ® �U o 1(9911 G,� -PGE- OVERHEAD ELECTRIC POWER W--- PROPOSED WATER - -- --- 19 - �� e rn, o`' w� t�0 1c -USW-- UNDERGROUND TELEPHONE •arrc PROPOSED CLEAN-OUT-TO-GRADE 9 9 �' -G - GAS LINE PROPOSED STANDARD CURBiEO PROF 1• 5 y r � of moi' S) _w WATER LINE --may-- PROPOSED 1 ' CONTOUR SAN DI ECTION --S - SEWER LINE --�--- PROPOSED 5' CONTOUR � r ;� -x- EXISTING FENCE 1 y�ys / CON CT ADA � � PROPOSED SPOT GRADE (G=GUTTER, RAMP. REFER TO 1(9 X- TREE �G1 E39 75 TC=TOP OF CURB, TW=TOP OF WALL, ARCHITECTURAL DETAILS.�9 / 9'4 2 N 6 c ❑ CATCH BASIN BW=BOTTOM OF WALL) 1s I ]�] 190. ; SANITARY SEWER MANHOLE [--- j ASPHALT PAVING qty 26, P 190'89 rc ' c MATCH - --- 0 qN P. R�\� GAS VALVE EXPIRES 1 /31/04 :. a �: ;.. . . •_ t 4 ,, . •. ' , , LID 0 w WATER VALVE CMURETAININGWALL ' CU MV � .''• •, • • C, FIRE HYDRANT X- SEDIMENT FENCE e L`' 1� I L CONC. 9' SIGN POST EXISTING BUILDING ® PROPOSED AREA DRAIN 'N �� 1 • 4 h . C �v r WITH EROSION CONTROL � � �'� � ' � • ° � �r; �_- EXISTING CURB C� �� I _ - -- - _-• T Q WATER METER - a w� EXTRU. CURB a 187- EXISTING CONTOUR 189.3 EXISTING SPOT GRADE I I - \ y, ari I ''9o•88co '�7 X, 46 ' �'• h; I MATCH EXISTING GRADES 58 - -� ° ` 'e • c I ALONG SAW CUT LINE, TYP. CIO -t- � ASPH. • x� ? O , � O z ) / cp 1 C • I / A . . '.� : I - EXTRU. CURB LL Z I ( ED 8 ,ILDING • . a. • 1 i U MATCH . 1 �0 13 Ac 1191� .`s' • ._.__ • ` " c7)'� __._ �o� O 9Q 9 TC, • 4 o Z 6 191 • I I I I 3 e o, w Z G 191 .57 t > • , �� \ 40 4 _ �� GENERAL CONSTRUCTION NOTES Q T. I -- •. . - ` \ (THESE NOTES APPLY TO ALL CIVIL SITE WORK CONSTRUCTION PLANS) cp 1 I d •. / t V J \ C) ` � 2� •� 00 \ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH iFiE CITY OF TIGARD STANDARD SPECIFICATIONS AND THE LATEST ACCEPTED AND AMENDED ADDITION I - h MATCH EXISTII> G GRADES 9 OF THE OREGON UNIFORM PLUMBING - -�� ----- - ---{- 4 c� 1 STAIR LEGEND. I '. B CODE. W Q Q 4'� . c, ALONG SAW CANT LINE, TYP. O x PROVIDE HANDRAIL ) , 9 i ° �� ti 191.02 TS ; ' : � ° -- 2. LOCATION OF EXISTING U11UTIES ARE BASED UPON AVAILABLE 190.42 BS i :�T _TC � ,� �� / INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO MELD Q OC 1 1 c0.40 TS - + 3e?6 ` , VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE .. .. m 1 f.9.80 BS \ - _ w �'� THE PROJECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE x I I I °, '. g \�� - ___188-- ENGINEER IMMEDIATLEY OF ANY DISCREPENCIES. 79149.78 TS �, °-" :. � g \ �,' O • 89.18 BS r \/ ,�� NOTE: CHECK EXISTING SEWER. WATER AND STORM DRAIN INVERT ELEVATIONS PRIOR /R Q 797 191, ' - - •___- _ -� % _ P /I V r \J 790 1 ` - �5�--- , % TO ANY SITE CC: RTRU.(ION. :i6 G • X °' °' � 2 d " . °� gl�� G 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL �� / :A; . ° PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF � • I t 3 rn 2(9 I- ALL OWNERS OF UNDERGROUNDFA �' ro ASP1 I. FACILITIES AT LEAST FORTY-EIGHT (48) Q I U I // •e ._ ,-, r '� / /� BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE �- 4; _.* - -- MATCH ( /�/ COMMENCING WORK. I I ' 111 1 ' • �'" `-`-_ / r 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES -- -- n '�� -+�6 -----% • '- : " ' � � . - 8J� WITHIN THE AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW GRADES AND CROSS-SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER • �° ' _ IR, THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE IS ¢9 i/G o� AT THE CORRECT ELEVATION, THE EXCAVATED AREA SHALL BE BACK FILLED TW:188.00 �8 �, WITH GRANULAR MATERIAL IN SIX 6 INCH LAYERS AND EACH LAYER SHALL ' , \ BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXT �o -- • Fr -- 9 LAYER IS PLACED UNTIL THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE 1 90 � y `� ��, z ELEVATION. 01 Iso;e ° .r �--- 19 p�rvcH e _ �r ;f �'i 1790 ." �; X t° 8 1 �� 6�a U 5. TREES NOT DESIGNATED TO BE (REMOVED SHALL BE PROTECTED AT ALL TIMES \ REMOV AND /r �a DURING CONSTRUCTION WI tH ORANGE SNOW FENCING AROUND THE DRIPLINE. 8 ---__� SEE LANDSCAPE PLANS FOR DETAILS. REV. DATE BY \ 1 OF ISTING BENCH. / TW:189.50 � J-- _ I X l 6 �G) 6• Ek-liNG FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED �- I 1 00 '� OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. (96CONTRACTORCONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. `�' �' of\\~ c� c 7. ALL. UNSUITABLE MATERIAL (SOIL) REMOVED DURING THE CLEARING I I AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND i I ;,90 `\ `" , � � _ -, 1 .7 TW:187.50 `'�-..� , ' j�- \ DISPOSED OF OFF-SITE. INSTALL SEDIMENT FENCE 8. ALL EXCESS MATERIAL SUITABLE OR UNSUITABLE NOT UTILIZED ON-SITE SHALL ` SEE SHEET C4 FOR DETAIL BE REMOVED THE ( HTR ) ----i�-- I - 2 �o BY �E CO ACTOR AT THE CONTRACTORS EXPENSE. WALL. CONSTRUCT CMU RETAINING �� 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. 12"PINE WALL PROJECT NO. DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR BY AT THE CONTRACTORS EXPENSE. MC��G402O 18"MAI _E 10. SEED ANr MULCH ALL STRUCTURAL FILL SLOPES AND ALL AREAS DISTURBED - DURING CONSTRUCTION. DATE I E/27/2003 7,90 �o r 0 �� r1,' �� SCALE: 1"=10' 11. PLACE 6" OF TOPSOIL ON ALL STRUCTURAL FILL SLOPES AND DESIGNED I SL - (9� GC o. \ IN AREAS TO BE LANDSCAPED. FNGINEER� JPR -_ I CHECKED JR/BCD 14 5 0 10 12. REFER TO ARCHITECTURAL SHEETS FOR DEMOLITION NOTES (TREE REMOVAL, EXISTING -_�1__-_ LIGHT POLES, ETC.). o SHEET TITLE GRADING SHEET NUMBER Durham Rd. 11565 PLM2003-00360 ci 5 of 8 NOTICE' IF THE PRINT OR TYPE ON ANY r I f III III III III III III I I III III III I I III III III I I i III III III I I I I I I I III III III III III I I I I I I III III III III III III III I I III III I I I I I I III III I I I I I I I III III ! IIII I I � I �I I � I4. � - - � �- �--FIsIs 111 II1a Ilii I � 1� _`Ta/yI os IMAGE IS NOT AS CLEAR AS THIS NOTICE, �-- _ _- _- 1_- -- - --.--.L - _ ----__ __ � � _ _ ----�- IT IS DUE TO THE QUALITY OF THE N�3e _ _ _ ORIGINAL DOCUMENT ---1, -- -----_ -_- - __-- ----,- .-_-__ _-- -�•� - 8Z 8Z LZ 9fZ 91Z + �6Z �EZ Z IiiZ OlZ N+T+[ 9I L��I 9i 91 ibi b'i ZT II Y 8 L 9 4 r 1 5---- Z- - Tauel IIII IIII�IIII IIII�IIII IIII�illl(IIIII111►11111 IIIIIIIIII►�1111111�IIIIIIIII�IIII 1111111111111i►Illlllll�lllllllil�llll�ll �1�1�1'll ►�I IIII rI 'I '� II � I I �IIIII IIII, VIII IIIIIIIII�IIII Illlllll�lullllll�illl�lllllll,llllll�ll�lllllllllllllu� 11 IIIIIIN111 Ilu w O V cD (V O a �I) QD > 00 U o r � � . I I z V) rs I tU 0 C-) n = x v i7 W d O Z (r- X _ 0 t7 o K z z Z C) CB � Q rTi M m ASPH. RIM 88.9.3 SAN MH v Oce �- RIM 189.14 p .-..� _ _ _ - - _ _ _ IE 18 .43 IE 181 .74 _ v o0 w n D < ASPH. AREA DRAIN 0) LEGEND -__ �' n - X0.46- --_ (1 _ -.- - -- - _-- __ _-_ r- w -� t � O cD IE=187.37 `l 9.5 LF 4" SD EXUrM PFKX408W a V w S=1.00% MIN. -� CONCRETE SIDEWALK 0 o 0) z - - ---- __-_ ----� -- = -_ MAIL BOX PROPOSED STORM c� a / a I /1 -PGE- OVERHEAD ELECTRIC POWER - W--- PROPOSED WATER 9 -- ---- - - I -USW- TELEPHONE 000M PROPOSED CLEAN--OUT-TO--GRHOE ! -G - GAS LINE -= PROPOSED Sf,;NDARD CURBREp PROFF -W - WATER LINE 0 WATER METER ��'rtkG NE, 'f/0 _S _ SEWER LINE ® AREA DRAIN COTG 3 / M x_ IE=186.98 EXISTING FENCE CMU RETAINING WALL. - / ❑ EroN CATCH BASIN Y _ 1 0 LF-6"S ® S = 0. 5% O SANITARY SEWER MANHOLE 26' E��P :. .• -�-,-. - GAS VALVE qN P' R \ wv EXPIRES 12/31/04 " • •- •• _° - - x s '�• - .:.•• .. . . _: � _- • . •- • _.° � - --.- - •.: � LP U pcl WATER VALVE ,� . . • �OQRDINATE WITH TIGARD WATER DIiTRICT °. ,.: °. • : j :• a , ' ° :° • -..r : . ` , ° FIRE HYDRANT • ;• a i •' , ------- - q SIGN POST INSTALL 12" X 6" WET TAP AND FIRE ° . , : : �: - , • ,. �. " . .. : ° ..__ •' HYDRANT ASSEMBLY COMPLETE. REFER I ; : CONECT TO EXISTING ` �� EXISTING BUILDING TO DETAIL 542 ON SHEET C3. I I I I : . STORM DRAIN �� _ _ _ _ EXISTING CURB CHLORINATE PER TIGARD WATF.R DISTRICT �' COTG 4 ;. • VERIFY LOCATION AND - - �- _ -- 187- EXISTING CONTOUR STANDARDS. - IE=AS REQ'D • - ELEVATION PRIOR TO a I CONNECT TO D. 3 . -4 CONSIRUCTIN. 189.3 EXISTING SPOT GRADE IE = 188.22 ( :• (IE: 186.23 cn VERIFY LOCATION _ � WITH ROOF PLAN . . 11 OD o � �_ ._-_--_�__ __ _� _ _- _ 2 C\ ONECT TO EXISTING r --�- ;.. � --� •- . - �• STORM DRAW ASPH. Ln VtKI1-T LOCATION AND °i PR POSED BU 1 DING ° _ +_• 1 ELEVATION PRIOR TO L! d F E D FF-19.22 C B A :•�• CONSTRUCTION. _ ---� (IE: 186.47) CONNECT TO S 2 CONNECT TO DS 4 : .p • • cn - _�__- _ �.. IE = 188.22 IE = 187.22 SPRINKLER VERIFY LOCATI NS VERIFY LOCATIONS' CONI t C) WITH ROOF P N. WITH ROOF PIAN. eox • - -- -- ---- - - 3 CONNECT TO UILDING CONNECT TO EXI TING •' - SAN MH z SANITARY SEWER ISTUB. ° RIM 188.69 WATER SERVIC SLE ASSUMED IE = 1 1.2t IE 180.29 GENERAL CONSTRUCTION NOTES Z -' 0 PLUMBING PLti.JS FOR l •- _ D.C.V.A. LOCA ION. I + VERIFY LOCATION AND SAN LAT •. -• :- -- ---S - ----- --- ------ S----- - __ (THESE NOTES APPLY TO ALL CIVIL SITE WORK CO.-JSTRUCTION PLANS) 0 PAS STORM I ELEVATION PRIOR TO PER AS- BUILT °. W ; C TG 2 DEFLECT � CONSTRUCTION. - ' :- -• •• 0.. C 187.3 AS REQUIRED. "SD 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD I_ _ _ _ 4 :• - 85 LF-6 STANDARD SPECIFICATIONS AND THE LATEST ACCEPTED AND AMENDED ADDITION O 44--4MIN. OF THE OREGON UNIFORM PLUMBING CLUE. 1 W AREA DRAIN w►a W RIM=189.50 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE M: i IE=187.75 INFORMATION. • -4 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD COORDINATE WITH j"TIGARD WATER DISTRICT 3.50 LF 4 SDS WI/ VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES X 1 .5 WET TAP, 25.5LF 1 .5" 01 S=1.00% MIN. THE PROJECT PRIOR TO ANY CONSTRUCTIOPJ. THE THIN THE INSTALL 12 \ E CONTRACTOR SHALL NOTIFY THE - WATERLINE, 1.5" WATER METER, INCLUDING C� - I .;. ENGINEER IMMEDIATLEY OF ANY DISCREPEN '!� . ° %d .' f L_S BOX AND METER SETTER. INSTALL, AND = - ,� NOTE: CHECK FYISTING SEWER, WATER AND STORM DRAIN INVERT ELEVATIONS PRIOR O CHLORINATE PER TIGARD WATER DISTRICTs 1 a - 5 • : ; ` \ P TO ANY SITE CONSTRUCTION. STANDARDS. CONTRACTOR SHALL SUBMIT I ® ° 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL CITY APPROVED WATER METER BOX FOR v �� CONNECT TO IS 1 = , n G PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF APPROVAL PRIOR TO CONSTRUCTION. 0 �� IE. = 188.221 tp �' VERIFY LOCATIONS - VI I I COORDINk E WITH UTILITY •:: • ASI H. J ALL. OWNERS OF UNDERGROUND FACILITIES AT LEAST FORTY--EIGHT (48) REFER TO DETAIL 521 ON C3. ,r 'NI ROOF PLAN COMPANY' TO RELOCATE •°: �/ �/= BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE r' `I EXISTING IVAULT OUTSIDE\ ZONE. COMMENCING WORK. OF BUILDING IN LUE r I CE 0 N., Z NE. I 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES �b 0 WITHIN THE AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW T 1 '44 /� GRADES AND CROSS-SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH E=18 .65 ONNECT TO DS ;- .. r AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER = 187.22 ��' /� THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE IS I I ERIFY LOCATIONS `- 7 ,�,15) AT THE CORRECT ELEVATION. THE EXCAVATED AREA SHALL BE BACK FILLED COTE WITH GRANULAR MATERIAL IN SIX 6 INCH LAYERS AND EACH LAYER SHALL N: 1 WITH ROOF PLAN. i° I -18 9 71 ( ) c ( o `'-o BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXT \ h � y LAYER IS PLACED UNTIL THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE ELEVATION. BFNrH _ _ c) �.QT�6 r / r� �' 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES IE=187.12 /� - DURING CONSTRUCTION WITH ORANGE SNOW FENCING AROUND THE DRIPLINE. SEE LANDSCAPE PLANS FOR DETAILS. REV. AT _ \ I D E I QY (APPROXIMATE LOCATION PER a' - TIGARD WATER DISTRICT MAP) -- - _ - ? 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED -� I NOTE: s OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. 12"DI WATER MAIN �I01C �� 1 CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS, I I IN STREET NOT LOCATED THIS Fticy\\� � `` AI'E< �\ ''' �� 7. ALL UNSUITABLE MATERIAL (SOIL) REMOVED DURING THE CLEARING I I SURVEY AND GRUBBING OPERATIONS SHALL. BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF-SITE. 8. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL \ ilk, \ BE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. - `- c� 12 P I N E \ 9. PROTECT ALL EX'STING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR BY AT THE PROJECT NO. CONTRACTORS EXPENSE. MDG4020 \ _ 10. SEED AND MULCH ALL STRUCTURAL FILL SLOPES AND ALL AREAS DISTURBED -_ A 18"MAPLE SIE DURING CUNSTRUCTiON, l w - DATE 15/27/2003 \ S'CALE.• 17=10' 11. PLACE 6" OF TOPSOIL ON ALL STRUCTURAL FILL SLOPES AND DESIGNED I SL rEm - IN AREAS TO BE LANDSCAPED. ENGINEER I JPR -_ 10 5 0 10 12. REFER TO ARCHITECTURAL SHEETS FOR DFMOLITION NOTES (TREE REMOVAL, EXISTING CHECKED I JR/BCD LIGHT POLES, ETC.). SHEET T!TLE -- - - -- ununr SHEET NUMBER Durham Rd. 11565 PLM2003-00360 C2 _- 6 of 8 .,mnw+??ka4eriEr.�m�MXewl..ua+.rxn-^ten..,mar,u.:.;:;r:.ua�xrnrce�.nm•:�+rs•.v-ancturemvrwuu<mw..scan,m.�wrv.-..wawsrmmnwvu:+a+es�mc ..s-. ..:........... ...... ... .,,. .,,.,.- _ .. IMAGE IS NOT AS CLEAR AS THIS NOTICE. -5 NOTICE' IF THE PRINT OR TYPE ON ANY fTllf lilllil Illllil VIII i IIIIIII VIII T l�lllll TTI 1�IIII1fl�lll I1I�IIIII Illllil I�IIIII I�III I IIIIIII I/Illl�l IIII111 III�f 11�III�f l�lIlil IIIIIII lil�lil III 111 III � I I 1 I I ! 16 I I II I II I f ++ 1 I I I II I L�� I _ L8�_- _ _ � 10 11 12 IT IS DUE TO THE QUALITY OF THEZNo 36 itI I_ DOCUMENT c�E 8 Z IbZ EZ Z tZ 07. 8I 8I Ll el 9I ibt St Zt it t e 8 L I 9 4 1' £ Z taiYt7K ! IIIIIIIII�IIII IIII IIII III' ��ili�iilll�lillll►Il�lltt iili�►Il► lililillllllil ORIGINAL �!IIIIIIII� Illi II III II ill illllllll � �I ��Illll�lllllllllllllllllllllllllllll�ll�lllllll��lllllill,Ill IIIIIII ��III�I lolly �l 1111111+1 I I + I i�► � , I I I Wll 1 l W11111W11�i1� L111.1�.11 NII ,,.'•gym„ : _. _ ._._. - •. :..,.._�.� � O � Ln (0p FIL fEk FABRIC MATERIAL FILTER USE STITCHED LOOPS U ° aI > 36" WIDE ROLLS - FABRIC OVER 2"x 2" POSTS NON--�HRI�1 K GROUT o r� 1D MATERIAL CLASS D CLASS t� c N STANDARD CAST IRON Z 0 ■ CLEAN-OUT FRAME AND CDVER -��, CID `C) MOUND EXCESS NATIVE STANDARD MANHOLE v 0 ~ MATERIAL OVER TRENCH TOGRADE RING - SURFACr RESTORATIO'" ALLOW FOR SETTLEMENT 6X AS SPECIFIED / _ � a ,c) 0' t a;': •.••: -.: ,..•`Z i `. -- �:.' / / \ \\\\ Q-,,.0 °d e _ _' :i 4'. MIN. I Z (% � 7ce I / s 4 �14� a /// \\ \ FINISH --� - ° ma'° a: °gyp° u�� \ 6" 7; -IRF PLUG _ o (o x F MAXIMUM SPACING ��\/�\ / /\///\ • ° „ „ o co w 6„ j e,�oo 8 X 6 THREADED REDUCER � � � UNDISTURBED //\i/� `' d / / ,, r ° FRONT VIEW _ SIDE VIEW EARTH \\\\ c' o ,/�/ \\\ f�IATIVE MIN.d °`e` W Q // ° O p � NTS NTS `' 4 9 BACKFILL ° a ," 'a a.v„ a \ a c° w COMPACTED ��\ Q 4 / /�\ ~ v�`,;�d oo°• PROVIDE 3/4"-0 FOR A M z z/4„-0 /�\//\ MINIMUM OF 6" AROUND N CRUSHED ROC // /�`\ 4 c� o u �< / ,�/ � / CLEANOUT ANGLE BOTH ENDS OF FILTER FABRIC / / Q \ rl / FENCE TO ASSURE SOIL IS TRAPPED --� <� / I/ �\ UNDISTURBED W 0\ N 0 T•E S>: /\ o o �' /�\ EARTH ``v��D PROfFs " W \y �1l SNC, 1. BURY BOTTOM OF FILTER FABRIC 6 \/\\j�\ Q /, ,� ao _ VERTICALLY BELOW FINISHED GRADE. - �/ �/ � o , � p _- I__20'--- SIDEWALK ADJACENT TO CURB /�-� .. ,. '\\ \\ O 4 ' \ ' Q p °�° ;• o 0 18' CAST IRON 910 N 7_. 2 x 2 FIR PINE OR STEEL a . / VALVE PDX TO 'y Y 26 .. " 3/4"-- O U Q O \� d a 18. BREAK FLANGE SIDEWALK P. P. INTERLOCKED FENCE POSTS. \ \ - 2 x 2 POSTS 3• STITCHED LOOPS TO BE INSTALLED CRUSHED ROCK 4 4 ��\ PIPE O.D. \ °o o n . e MIN 6' MA AND ATTACH ACH DOWNHILL SIDE OF SLOPE. \ Q ,/ p PLUS b o A ;e . o - \ / _ EXPIRES 12/31/04 TOP VIEW .P. o - NTS 4. COMPACT ALL AREAS OF FILTER FABRIC 4 Q Q / •,°o�� - 4'/DRAIN RD O \ • pd- 17 av • D / TRENCH. 9 e a 1; �4 ° _ o n . \ /- fAR PAPER (MOISTU SEDIMENT FENCE a o 4 :o s e ��• . a . , o . Q p ,� Q // o> °° . ° 6 DUCTILE IRON PIPE \ 4 a•,pen`. - D.�oo a Do a v1 , / RESTRAIN ALL JOINTS W/ N.T.S. \/\/\\/\/ FIELD LOK OR EQUAL GASKETS r PIPE BEDDING -' 2 EACH---- � o .� ° 6' MEGALUG RETAINER , DUMP STRAPS 4" MIN. FOR PIPE SMALLER THAN 18" a CONCRETE PIER GLAND CEBAA IRON) EXPANSION----� n "° >P••, n ° , ; o �� o ° v L o D 4°, BLOCK 6 GATE J. ' 6" MIN. FOR PIPE 18" AND LARGER ° ' °° �' FL x M.J. RESTRAINT BAG DEPTH � . °oao;a ° `� q�{ ° ' 4' a ° '•oa� SIDEWALK WITH PLANTER 20' a• a -0 °v y,V O va .a •V G v4. ° v V STRIP A l CURB M.J. x 6 Fl_G. TEE 2(1/4" NYLON ROPE, to Top of Pipe - TRENCH BACKFILL D 2" FLAT WASHERS) CONCRETE ENCASED SIDEWALK 3• MIN. _ N.T.S. BOTTOM OF WYE -/ F MAX, BREAK FLANGE U s BAG DETAIL 3/4--0 FOR PLASTIC PIPE _ TACK ALL EXPOSED MATERIAL _ W + 12" NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE NOTES \< PATCH AC TO GREATER OF 3" 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4' 6" 6" MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING, OR EXISTING THICKNESS EXISTING AC STANDARD CLEANOUT A. OIL RESERVOIR DUMP STRAP �� THICKNESS - SAWCU N.T.S. B. BRONZE ACTUATI❑N NUT Z INSTALLATION DETAIL C. BRONZE SEAT RING 1" REBAR FOR -- ---- D. WEATHER SHIELD CAP BAG REMOVAL E. SAFETY SLEEVE COUPLING FROM INLET F. THREADED NOZZLES WITH '❑' RINGS � � 11 r DUMP STRAP �, VARIES G. NATIONAL STANDARD THREADS w ,URB JOINT 2. SAFETY CHAINS TO BE REMOVED. SEDIMENT CONTROcr L BAG ` ° O 3. HYDRANTS T❑ BE PAINTED USING R-131% SAFETY YELLOW OR AN ALTERNATE APPROVED "SILTSACK" OR EQUAL--_ - o o O 0 0o O 0 0 o Oo�D o ° ° 000o 000 o O o0 O (SEE NOTE 4) 2" OF 3/4"-0 O° OOp p00�O OO°O O O O g°00 O O o°° 80000 00 o O °O O °a Oo / BY DISTRICT IRE MARSHALL. r� 00 °°O OO 0 00 0 ° 00 O °00 00 8 O 0 O 0 O ROCK 4. HYDRANT TO HE INSTALLED TRUE AND PLUMS, O 2% SLOPE 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, Oo�0 O O 0 p O 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST 'T❑ BE PROVIDED. 8d ACCESSWAY ,. �` OE Z_ o ° O Op O \�` 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 DR AS APPROVED pT� 5 O ° 00 0 O° 0 ' / i\ /• BY ENGINEER, o; oo(P O 0 0 o crcg - ;yh�,�\ \ , \j�\\;�� \,�\ \;�\ 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, 0 000 0°00 o O cv (y 3 � 0 SEE NOTE 5 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) EXISTING 0 00 0 / ON THE 4 1/2' PORT, ./ BASE ROCK p°o OO ° o o CRUSHED ROCK 8DEINALK ADJAC�IT TO CURB COMPACTED SUBGRADE °°� w SME . • - • .( O o °0 3-1-0 Am NM• !. O O00 0 _ O O O O 00 ° nrwlen■ra OVAL Boor' FIRE HYDRANT owo. NO. i O° O o� o °° S '~ r7 - INSTALLATION O 0 0° p ooQ�� 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH QTY aF nGMD �A° �'�' 542 CB STYLE LENGTH WIDTH DEPTH 0 0000 0 000 o 0 OF 4000 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1-1/2 TO .3 01o'O1 " _. x BEDDING 2. PANELS TO BE 5 FEET LONG. COB Single 32.5 16 Varies Q �� Jou-6Te '� -Y7:5'- cries" J. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY j -USAG?. -32.5"=- 27_5" Veries BACKFILL COMPACTION APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT * 4' UP: 95% SPACING NOT TO EXCEED 45 FEET. * 4' DOWN: 90% 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE - DETAIL OF INLET SEDIMENT CONTROL DEVICE (PER AASHTO T-99) SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL 9E A TROWELED JOINT WITH A MIN. 1/2. INCH RADIUS. 1•r'' 4FH:N*l -OEWALK NOTE: 014 3E•'14U CURB 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT 1. THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 2. FOR NON-USA STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND "R t +'rz.. ORDER THE APPROPRIATE SIZE(S). 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF 3. THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF HIGH FLOW DESIGN (2200 CAL / MIN / FT ) AS PER THE SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. MANUFACTURER'S SPECS. CONTRACTION JOINT TO BE PLACED OVER PIPE.'"' ~"""•'"- = 4. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM T-CUT ASPHALT REPAIR OVER TRENCH 7. FINISH WITH BROOM AND EDGE ALL JOINTS. _ ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF ",HE INLET IS NOT APPROVED. N.T.S. PRIVATE STANDARD SIDEWALK --- -- Z" F L(: K (:UAAPHLSci1()N AN(l-L N.T.S. (ST-33 (PITS 1 ',/2 " r,PPL ICATIONS} REV. DATE. BY SILT-SAC INLET PROTECTION GRATE FRAME -- _- - ►n� x rApl�El, ----I--- - I N.T.S. f' 7" ME 2" -trr J .K. I'CIPPEN IPL ,47ACH CAP UNIT P/L TOP OF WALL 12" OF TOPSOIL --- 15" - I WATER SEAL 6" I I � - ,� `1 1/8" SLOPE TO FRONT ELEVATION AS� (MIN.) _3 ----� i I .. -3 OR 4 NO- , , _"-- - Mary r yr- DENOTED ON PLANS \ 1 ..'.PP.R WNDS VARIES- SEE ARIES ` 11 111- II 1`I, 11=111 - HUB CONNECTOR 1 SEE SITE PLAN 25" 24" ,. I- DRY STACK RETAINING- �d 6�0.1Ao• A,• Al 1 "-1/4" CLEAN WASHED - 4., 6" '•' ��11 H A 1 RADIUS ON THE PAVEMENT - -- ,_Sllr PLIED EKY TF•� „ITY,� WALL. USE (KEYSTONE a 46 .i .:" a DRAIN ROCK BACKFILL 15" LI I OR EQUIVALENT) o;sA'a�°AAS 4A BACKFILL I 14" (2 LIFTS) CAC---- -_ ,`;,', ' 3" CLASS PROJECT NO. NOTE: 1. THE TOP EDGE TO BE ROUNDED OFF ��AAnn ryry BOTTOM OF WALL 1 `� a•4 b• •AA '4a'•°A = 1611SIDE AND 1/4" RADIUS ON THE NCTr_ MCVZV °' A I LANDSCAPED SIDE. �- <aA .° b Ao'q°o, � 8 OF 3/4 -0-�-► .�: ,:- HEIGHT VARIES ELEVATION AS ° A < s ° °A, NATIVE t. cU►� rH,hti r�3+ rca r,sr AL_ M.i x IAt"to 1" != S Al 90• a.N•�Lks ,U ME rtl� --- DENOTED ON 2 •°.i,a °eAiA-A *A SOIL L. ` - J CRUSHED ROCK • ' 2. CONCRETE SHALL BE 3000 PSI, ►o('.ttro�s, Icar+IrnralAl �r L�t!L. DATE 612712003 SEE GRADING a D ° ,b - : - PLAN SHEET C 1 PLANS ,i,� Aa"A A.,, C WITH A 2" TO 4" SLUMP. 1. carr rU Ptso. _ f' n IRc aLa 7Y wnur3E55:C"d cr.+.F t rtn °. IN5TAI.I17n 11Y C.QN113 TOR, ; I.NTR<.mr, r; TEST MAIn W/C�17�S INSTAI-1.1-111, ENGINEER JPR ,,., A 4-A4 A A •,� _ v 5rt?� ra E1F DESIGNED I SAL • AA A° �)" / e e AJ � 1 -I/_ �___ '• � \. .1. %Qf1JTRACTIJR i(} 1+ARK ' i)C�1T'UV iY C^,fi`D$. 'MTtI h. •+X4 PAINTFO t71_tJ'.. �A•A A A... ,., SPECIFICATIONS , CHECKED JR BCD EMBEDM NT AS RE D. / �__ / --1! COMPACTED EARTH-` � � r,,, CITY YNLL '4S',NU ALL C01'wE!t IIF'. dt I•II '�W�('A:i h-tc`.M 41h1!v lU Mt ICi•R LOCATION 1 . ALL STEEL WELDED CONSTRUCTION. 95% (ASTM D--1557) 2. 10 GAUGE STEEL_ MINIMUM THICKNESS .\ \�\ \�\ \�\ \� I r _ SHEET TITLE -------�----- 1�lli�1T1- 3/4"-0 AGGREGATE 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. DETAILS ROCK LEVELING r�usn» p, .xa»as --__ AY,J sc�_c w.. 1 �• IN41<L!»: RI.IRIYlNSPIFFY NUMBER-- ''T' BASE. ( xf ) �rs�anuv___ - 2 & ' --1� � nwu yr 1<1 11H+ti. wu...Ir�. �1 '► I it��ARR r• mow r.r.awr 1►��l1CMC `,/AI �I� S F.ItiVI�.L r I 4 �0 SEGMENTAL UNIT RETAINING WALL BABY LYNCH STYLE CATCH BASIN STANDARD CURB_ AND PAVEMENT SECTION --- - __ N.T.S - N.T.S. NTS Durham Rd. 11565 PLM2003-00360 C3 7 of H - -1 aM.r+....�'"I.INl0A1A.•.•�m.•, ,........+�.nw.+,..:,....-,,..,.....,.,....,......_. ....,.,....•..w++•.n,...•:..,,,.........asw.zw,w�,.•nw 1`.,. „l,F . q!YR!MFrt�Mhw•,,.pssr. ... •e•^•••+r.gNF"'" _ -.. •^'m-•••a•,VTIRhpR. .. ..: . :-._: .�� P1�1 "l9MI■Nt7"4?!^vMwsVf7lAiIFOM.vYariMtrr_,., ., ra."Atwrx.,x+3+mmw+�wiwww* . NOTICE: IF THE PRINT OR TYPE ON ANY r l l Il I I I c I ' III 11! I 111 1 1 11 1 111 I I I I I T 1 I' I�1lT� f Tri I I T�111 l 1 11 I III III III III 111 III I I Ili l 1 I'1111111 I I I IT 11 1111 f I l l l 111 1111 111 11 11111 1111111 1 1 1 1 11 1 1 1 11 1 I S IMAGE S NOT AS CLEAR AS THIS NOTICE, 1I I 6 -- . _ 1 _- --_ I _ 1��- - 1-1 _ l ) -- �-�- ZUds IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT L 6(Z f3�z GIZ e z ��z b z tvff ti ��z t z o z I a Ti GF111111111"1111� 9 TtbLz ig1 II III IIIIIIIIIII 1111111111111 I II I 111 I I 11 T I 1 T r III III III III (IIIIIIIIIIllIIIIIIIII�IIIIIIIiI�IIII�III11W111111111Ii�11a1ll111111111J111�1�1!111111111 1�IL.IIINIII 1F, A •N p • i , • N L J„ 4 • W . . W L i • t' J M • 0 • n n • P • • • i a J i 1 . r • •• ' ` ' •' " " MILDREN DESIGN GROUP, P.C. • ••• •„ , • ARCHITEC"I'URE SPACE PLANNING 11830 SW Kerr Parkway, Suite 325 '. ••. ••• •• •• Lake Oswego Oregon 97035 • • •a• •a• % r • • . • • • 503 244-0552 R PLANT LEGEND GREEK I ' GreenWorks, P.C. Landscape Architecture Environmental Design 74 NW 2nd Avenue, Suite 100 TREES Portland, Oregon 97209 503.222.5612 _- I t I ! I I I I o - - Quercus rubra — Red Oak I I I ! I I I ! 3" cal . B&B, Well branched, Headed at £ 1 S T,4' 70 1% 342 -- Acer circinatum — Vine maple ' lob KICMM 10-- 12' B&B, Well branched, 3 stem min . at basE F �"H" v Q '� ) ) — ' � Seedless Ash � A� - - f I I ► o Fraxinus p. Marshall Marshal S M e 2 cal . B&B, Well branched, Headed at 6 i-- � / / \ Owner: Doug Fry ! I _ • . 4 '• ° •'a 2� 1�6dDak d 1 -�- 1 - ---- Existing tree to remain dr. � I l , . i 1 i 11 - ---- l -- • _ 1 Pine - --- - _ Existing tree to be removed 15' Scarlett Oo CProject: SHRUBS / GROUNDCOVERS Building F Myrica californica — Pacific Waxmyrtle /� 1v p h 18- 24 Full tants Space as sown - � a p I • �, - Rhododendron PJM Rhododendron Rea Ock 15- 18", Full plants, Space as shown 93W & SW Durham Rd. z r: Tigard, Oregon Cornus Kelseyi Dwarf Redtweg Dogwood 2 gal . cont. , Full plants,ts, 2 o. c. Sheet Title: PLANTING N ----- - Arctostaphyllos u . Massachusetts Kinnikinnik PLAN 1 gal . cont. , Full plants, 3 o.c. r Maple �s Seeded Lawn ( \ Y, t,it rford See specifications 1 ` �' ne NOTES Revisions: / 1 . See specifications for topsoil and irrigation j requirements. 2. Protect all existing landscaping to remain from damage during all phases of construction . 3. Contractor shall provide design /build automatic underground irrigation system for all new landscape areas MILDREN DESIGN GROUP. P.C., 2002. ALL RIGHTS RESERVED THESE ORAWRIOS ARE THE PROPERTY OF MILIM DE910N dI , P.C.. AND ARE NOT TO K USED ON REPRODUCED N ANY MANNER, EXCEPT 1MTH THE PRIOR MITTEN PER111111101110111111 air YuIIETI DEMON amp. P C. Date: 12-30-02 Drawn by: Wheel:cd by: JB M1-' 32 Job Numher: 102254 Durham Rd. 11565 d N O R T H sheel PLM2003-00360 8 of 8 Site Development Review - December 2002 L100 1 NOTICE: IF THE PRINT OR TYPE ON ANY rl_I_ I I ' III III III III III I I I i I III III I I l l l 1 1 1 l 1.111(1 I I I I 1 1111 1 1 1 1 1 11111111 1111 f I I III III I I III III III III III 1 1 1 III I I► III 111 I I III 1 1 1 1 1 1 1 I I I I I I I III III III I I 1 � 11 � I �I I � I 1 - I � 1 4 I S I I I � l 6 11 I �I I � �o IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 _ _ _. � _—� -_ l_ _._� � 81__________..__.1 IT IS DUE TO THE QUALITY OF THE "°3e _ _ . _._ _ -I - -– ----I— G T 9 T 9 t 6 t £T T1111111 T �8 8 L 9ORIGINAL DOCUMENTZ OZ 8T 8 ��► 1IiIIIIII�IIIIIIIII�I �Iliillll�lJIIi►►lillullll�l►IIIIIIl1�t11Wl�llll11.1 111 �� ►►IIINIII �o� I IIIIIIIII�IIIIIIIII�IIIIIIIII IIII�III�IIII�IIII� 1111111 IIIIIIIII IIIIIIIILIIIIII►II IIIIIII I IIII 111111 II