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14150 SW MILTON COURT-12 _00 or : 7 Keynotes I. MAILBOX BY OWNER 2. CONCRETE SIDEWALK SEE DETAIL 5/A5.1 MILDREN DESIGN GROUP, P.C. ___...._.. .__.._...._...._... _......._._..._.._.� __....._—_............. 3. ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL 1/A5.1 Aft( HUFC'IURe • SPACE Pt.ANNING 4. ACCESSIBLE RAMP, SEE DETAIL 2/A5.1 I It;.iU �;W Ken' Parkway, Sutte 325 5. AREA TO BE LANDSCAPED Lake Oswego, Oregon 97035 E. COMMERCIAL DRIVEWAY PER CITY OF TIGARD STANDARDS (503) 244-0552 ��T 1' NORTHERN kA .R-JAD 7. STRIPED CROSSWALK 1. 435'-0' - - _ B. TRASH ENCLOSURE, SEE DETAIL 5/A5.4 s'-o 15 �, ?5„ 32s'-o` _ tto'-o' ^_ - - 9. EXTRUDED CURB. TYPICAL-. SEE DETAIL 8/A5.1 Y'�---° 10. 4" WHITE PAINTED STRIPING. TYPICAL. 5 11. NEW SIDEWALK AT SHADED AREA IN ACCORDANCE 'WITH ---- - - - ---— ----- 26' -° 12 IC CJNC E OVER 9 CRUSHED ROCK is CITY OF TIGARD STANDARDS. zs'-o• t o . 2�,� OF ASPHALT RET IN SHADED AREA. •`O �� 16 13. 2}�" OF ASPHALTIC CONCRETE OVER 6" CRUSHED ROCK CO -•- r• _ `+ (TYPICAL PAVIr1G SECTION UNLESS NOTED) a_ O N ip • • • • • ` • i- ti 10 PROPOSED BUILDINGco � o - 3 4 ,� General Notes w l_ E05 R. l � A CO 1. BICYCLE PARKING TO BE LOCATED AT INTERIOR OF BUILDING. s 22. STOCKPILE EXISTING TOPSOIL ON-SITE FOR USE IN LANDSCAPE �7 -� Ir ow 1 N , AREAS. STOCK PILED TOPSOIL SHALL BE FREE FROM STONES, vr I r __ •! _ X15 f-, WITHOUT ADMIXTURE OF SUBSOIL, CLAY, LUMPS, NOXIOUS FU13 13 13 13 I °' 5 WEEDS, GRASSES, (SUCH AS; HORSETAIL, QUACKGRASS, JOHNSON o, o7, 71 GRASS, OR THEIR ROOTS) OR MATERIAL DELETERIOUS TO PLANT Owner •y , GROWTH THAT HINDER GRADING, PLANTING, OR MAINTENANCE to 4 6 4 \ 1 I OPERATIONS. PROTECT STOCKPILED TOPSOIL FROM EROSION to - 3 J . 6'-0° -0 A5,1 -4'' o �__ 1 0 °0 AND DO NOT MOVE IN A FROZEN OR SATURATED CONDITION. 9 '-0' 27'-0 9'-3' -1 1 ! 10-7 112" 51'-•0' 8'_8• 1, 5 1 4' _� SP_ AT 9'-0" 63'-0" I 17LSP. AT 9'-0' s 64'-0' 6 SP. 54'-0' 63'-0' aD / \ 13 < II 9 4 �- \ to \ A5.1 6 �7 rC e'-o 11 / / _ _ \ _ APPROVED PIANS M1�� ---- _-- � Project- 2 6'-5 roject:26'-5 314 7 SP. AT 9'-0" - 63'-•0' 6 SP. AT 9'-0' - 54'-0` 40'-0" OWNCO 01 / 40, 0" `� _ / / Approved ....•••••• CIT�r OF_ TIGARD dquarters f / / Fon fly ..,........ d Ion. Aper _ - ly thrl •!a� ;0 ri _ see lettcrts:Fe"o,,, ......... Attach............................................... i ./r-15 G' el u C/ Job AddreTigard, i' 11000, as: , Sheet Title: 100*1' ?7 ll � 0 ( Site Plan I-011 � � - - - / / - -. — _..,. - - ` - - _ — ._ ..— �/ — ."� — — .� _ - - -- - - - - - - - - - - - - - - - - - - ._._ - - - - —\. � / Area of Work -74 L3 AMONAOAK- w ¢ DAKOTA STLN cu sr rfcq�,'�d d p(^ 114v1slona S T Site Plan Site Data _ _ Tigar 2f�� FSR ' 1 =30' 0" AREA: % COVERAGE: X COVERAGE ALLOWED: GAARDMc DONALD ST a KRI�SC SITE 130,680 SF (2.99 A) N.A. N.A. T > J BONITA RD OR CD m IMPERVIOUS AREA Ci BATTLER S BUILDING AREA (FOOTPRINT): 48,900 SF 37.4% 85% g — z PAVED AREA: 47,441.74 36.39 DURHAM RD TOTAL IMPERVIOUS AREA: 96,341.74 73.7% = n d w AREA: 9 COVERAGE: % COVERAGE REQUIRED: FISC R pn� O LANDSCAPING 34,338.26 SF 26.3% 15% RT) � --- ILDREN DESIGN GROUP, P.C., 1995, All Dur . P, � RIGHTS RESERVED THESE OF # SPACES PROVIDED: # SPACES REQUIRED: TUALATIN MILLDRREN DESIGN GROUPHP.C,. ANNGS ARE TEED ARE NOT TO BE USED OR REPRODUCED IN ANY PARKING RD MANNER, EXCEPT WITH TME PRIOR WRITTEN CHILDS tY PERMISSION OF MILDREN DESIGN GROUP, P,C. STANDARD: 57 ADMINISTRATIVE 54 - __ t_ COMPACT: 39 WAREHOUSE 39 Tuatatin R i v e r g r c pate June 30, 1%5 ri HANDICAP: TOTAL SPACES PROVIDED: 55 TOTAL 90 ^�- Drawn by: Checked by: WEM WEM Area Ma Job Number. 95003 p r� Sheet of: n h 01 01r mmon Court, 1.1150 L. SIT 95-0021 Construction Set ALI 1 of 7 If this notice appears clearer Ihan file docnntent, file docnmenf is of ntargin:a quality. 2 4 X � �{�{ �{�{�{� ��.�t��:��- ��l��V�y {�,�.�Ill�l�l�l� �C1�1�1�1�1�! l i�t�lil�I�IJI I�I�I�II{1{�{ ► {�{li�{�{�{�i {I{�{,i��l�� I�I��I�� ,{�� . ,��I�r�j�1 . INOri p!d[IR .a, a arc iiiliiu tlliht� N►r1liHi �titit n i't� mrlml i t MELDREN DESIcjN GRJUP, P.C. 30 0 to ]D 10 130 AR 'BCI'UA$ - SPAC 1 PL.ANKM v-- I IM SW Karr Parkway,Sate 92i t IN I= Lake OswcM Orion 97035 f I inch 80 tL M 244-M MACKENZIE ENCU EERING INC P.O. BOX 69039 PORTLAND, ,OOREGON 97241 4 WS O i a I i A •- 144 - - _ -- -- -- --- - •- G I Nth c1,' a. 191.73 � --y , .r ' - � t1 15,504 1 N oRROOH 7 as�i..: � •-'�� i ____ 'fir ,d+ , ,�qR oG� / 1 4144 _---- EXPIRES: 6 30 97 141 44 I I 14) - z 1 1.5142.50 ` ► - , X14• 46 r ^' J' RAISE RIM ON MH I ti41 _-- FROM 139.09± TO 139.7± I I 141.4 I 1 U J - ' - 41 44 1�� _�40- p,0 ' Projimt 14 4 - 1 fit 596 4 �. __._,. � =� — /. / - -- �---- _ 14 44OWNCO - \ 1 - I �. 141 _ {_ 1 4.0 13g T I`l.:.l'! 11>,►ll.�' h 4�� _ I _1 9.6 /�„ � *:< '�` v•_ _ 140 �... � -_ 140 - - 9 -- -- ✓' t 141. 0 00, 10, - ----_ Sboet Tnk / .V I g --- / SRTE 10,=j 0 40• _ - w 4 4 _ - GRADING � .._.. j - -• LAN .......... .......... I r+"'�'�— / / `� ••ter` -_ � __ —.---_ �� ,.�'— ✓ GRADING NOTES LEGEND 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO EXISTING CONTOUR 140 INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES SIZE ) AND LEVELS SHOWN OR REQUIRED. ALLO,'V FOR FORM CLEARANCE AND ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. PROPOSED FINISH CONTOUR 140 GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUC,t -757.571; BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS PROPOSED FINISH SPOT ELEVATION 140, s ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF SEVENT'r-'TWO (72) HOURS (MINIMUM) PRIOR 1-0 START OF WORK. DAMAGE TO R CONCRETE SLABS, WAI-KS, AND THEIR BASE COURSES. GRADE FOR PAVED UTILITIES SHALL BE. CORRECTED AT THE CONTRACTOR'S EXPENSE. PROPOSED CATCH BASIN UID DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ' AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS 3. SEE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT FOR BACKFILL AND OF SURFACING MATERIAL. COMPACTION REQUIREMENTS. (REPORT OF GEOTECHNICAL ENGINEERING SERVICES Doft 5-4-M FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH PREPARED BY GEOENGINEERS, FEBRUARY 22, 1995). a DraDrawnby: Necked by: HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: 4. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES CCK UKROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. MUST BE INS i ALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. FINISH GRADE PRIOR TO PLACING FINAL. SURFACING: ±0.03 FT. THE CITY OF TIGARD MAY, AT ANY TIME, ORDER CORRECTIVE ACTION s' Job Number. 196197 � AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. Sheet cit: i a � Mll,on Court, 14150 SIT 7 00212 of AS SUBMITTED FOR BID - JUNE 28, 19195 C1 . 1 f If this 1olice ;appears cleaver Ih; i i MIL.DR£N DESIGN GROUP,P.C. 30 ° 's 'D - 60 120 Avcl-irracruax - WACE PLAWING 11830 SW Kerr Parkway,Suffe 325 IN FEET - - - Lake Oswego, Oregon 97035 1 inoh 30 ft. M 24 MACKEN2IE ENGINEERING I14C. P.O. BOX 69039 PORTLAND, OREGON 97201 (503)2214-M R _ IE=137.80(8") OOIE=138.43(6")- INSTALL BACKFLOW PREVENTER -- -• - - PROF „• - - !"-mss- ! I `��`� G I N Q�� COIDS ct, '+► 15,504 L •�� - - -- •- -6" 0 1.09 MIN. 15.00', WIDE U LITY CASEMENT I I� *Fa=N�,///////�� _ " '1'gRl - INSTALL STD. FIRE 111 7 .� •- �L f -IE-140.25(6 ) i HYDRANT ASSEMBLY I KO RpG ` •• w ,�,.�- ' " �--• f7 l ao� I iJ EXPIRES: 6 30 97 Owner: ' - INSTALL DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND VAULT I �( INSTALL 8"x6" REDi)f1EF' I I 1 t I IE=135.47(6"1 25A txl - IN 'TALI. 8"x8"4" Ai:1 TEE WI T�! THRUST BLOCK I ' I T .M, 6" FINf•PRIVAIC' 5 T T I •j INSTALL LaUl�n T 0,ATER METER. I CONTRACTOR 70 '+,R:f�I��Y S1ZC WITH � f {� 7 3(8,� 11 7-, - 1 C ,1 r r - .` -- }��FGHANIGA.i. P1_rNS , 1 � ' � 1 INSTALL BA.GKrL(D�N PRE�VEiJTER � L I _ - -- ------- - EXISI . SAN, MH v- -..:cl 1� a ADJUST RISS TO FINISH GRADE I 5 , s, � v 1.C�i" MIN. p _ , {11`' 1,� _ ' . ;�N jAy I 1 CONNECT TO EXIST. MHS � _ ......__._. . !E==141.'Y)W , I �p.a5 `� n ��' " � � e 1 --' � -1-' 1 IE=135.5415 + IE- j�.5.81 'COfJTRAC;L,R TO IE=132.03 6 X09 0 , 0 VER"FY IE.: AIOR TO CONSTRUCTION. NOTIFY I f 8" D.I. ® 1.0! 3�'_ _ " �° _ _ M� 40 ENGINEER OF ANY DISCREPANCIES -o IE= 36.64• (1 ) 15_-, - IE 135.92(15 )' __137. ) 3% - T h ` " �U. I »r -_ / IE=135.19(15 - - I t �. .. D 10 00.5% 1, CONTROL MH ^� i 1� _�- _. ,a��J � �.4=1-4 .�� 6 ABOVE F.G.) ( 'c� 6 __ -�,rQ,�_. IE=136.14 15" _.t s=ue="rte "l _ 49' - IE IN=135.10 8" -IE=136.245") OWNCO `-_...� ° � [N=135.09(15 �.� C�. - �-�-�- QU T-135.09 6 � � ____ - _ ® 0.5% _ IE 00=136.7515-�- - I \ IE-136.79(8_) " 60 ,a��-_�.�-� _ - _----`� _ �-- TMAll�bD - 1 IE=136.59{10 ) °� I,_.� 90 y s IE-1,�.�.uc)-- OVERFLOW=1.18.00 40 �, 1E-137 I 4" PERF n9�'_ -- '' C` I �,I `�+�� - _ ..- .. .. _ .. _ i, � i '��• � ; 'SyR.Q.W. ' 15' WIDE 1E=137.22(8 _ " r..� .�WMA • 0 - �,." / ��,. . 4� ,� UTILITY " 8 n MIP:. ' •.�' •-' L�;.�w - R . .. ... �' IC=134.0 (1 ") '`� - INSTALL. E;" GATE VAI-VC I EASCMEl`iT �t;ia .�f -6 0 4.0% , '.. �Jr _ �, �'D„' 3 } 1 y° 0 .< "• � Z-EXIS-TING FH 1 (!'-(,H_ I --TAP INTO EXISi', 12" WATERLINE' WITH 12" x 8" ;�(6) s r�d� : TAPPING SADDLE WITH THRUST BLOCK (` -1' -� - I c -' -' .�--'�'`� r:I A4 •'1�7.�.i0 - ... r i 1 1'1 - -" �•--�. , rr�<„�+•'"'�r /!E-1 34.75 .4 S::E NOTE ��?. �..Ot'RUIFJATC WORK I U r. - ,;mm,HE t i aARD WATER DEPARTMENT y t 1 2c, 1 . 1 �"„�.r.� SFE '�ETA,d..• --�, _z�1.. . .�. - - _ .. -= T 1 •�y, T Ij RTY FIM= _1 30 y - - / JEXIST. STORM MH ! E 137.80 ` R O•W• _` �:r C8 i1 9 .L:f!�ti 4ALL y �S_HAI -= 4' 1 M 3 0 _ IE-133.25(15", PROPOSED) PLAN 0 ! _ '--EXISTING,FH �'~` _ �.(�t�If�lTfb� � � RCJVS . . ,ovat.OF ,• I VAI OF pt:ANG 13 NO NdAPPR I I .._ •• ----� 6 GATE VALVE - N1dFi UVER51GH1 i r- -- ~-- / moi'' RevWom - - PER TV FIRE _ AND RESCUE REVIEW GENERAL NOTES .,_----•-- -- - 1. ALL WORK SHALL_ CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 6. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT EDITION OF THE UNIFORM,,,- LEGEND UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDI-PION OF THE PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. EXISTING UTILITIES DATA TABLE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. PROPOSED STORM SEWER "'r-='�'� 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING, CONDITIONS PRIOR TO PROPOSED PERFORATED PINE: COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. - - 2. SANITARY SEWER MATERIALS: NOTE SOURCE PIPE: PVC CONFORMING TO ASTM D-3034. PROPOSED FIRE WATERLINE 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES PROPOSED SANITARY SEWER - --- -' NOTE DESCRIPTION RIM ELEV. I.E. ELEV. NOTE DESCRIPTION RIM ELEV. I.E. ELEV. 3. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF Bl_IILD'AG: MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. UNIFIED SEWERAGE AGENCY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION PROPOSED UTILITY EASEMENT FIRE ONES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS 52 j CATCH BASIN 137.03 S. = 131.03 (il SANITARY MANHOLE 140.00 S. = 127.90 MUDREN DESIGN GROUP P.r,., 1eo5, ALL TEST: TEST AND STERILIZE AS REQUIRED BY CITY OF TIGARD WATER AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PROPOSED FIRE HYDRANT '� FH STORM MANHOLE 137.46 N. = 131.26 N = 127.90 RIGHTS RESERVED Q.1 DEPARTMENT AND UNIFORM PLUMBING CODE. PROPOSED FIRE DEPT. CONNECTION FDC E. = 131.36 STORM MANHOLE 140.02 N. = 135.82 THESE DRAWINGS ARE THE PROPERTY OF 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE c S. = 130.86 E. = 135.82 r M&DREN DESGN GROUP, P.C., AND ARE TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. CONTROLLED WITHIN THE WORK SITE AND SHALL_ BE SO ROUTED THAT PROPOSED D.D.C. IN VAULT U NOT To BE USEo OR PEPRoouc n IN ANY ADJACENT PRIVATE PROPERTY, W. = 130.96 cU� SANITARY MANHOLE 139.09 LOCKED MANNER, EXCEPT WITH THE PRIOR WRITTEN PUBLIC PROPERTY AND THE RECEIVING PROPOSED WATER METER PERMISSION OF MIIDREN DESIGN GROUP, P•C FIRE DEPARTMENT CONNECTION (FOC) LOCATION AND SIZE TO BE COORDINATED �,�_� STORM MANHOLE 137.46 W. = 131.31 ( E SYSTEM ARE NOT ADVERSELY IMPACTED. UNIFIED SEWERAGE AGENCY MAY n WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 70 OF FIRE HYDRANT. AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO � PROPOSED BACKFLOW PREVENTER U N. = 131.36 Date 54% ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. PROPOSED CATCH BASIN Ill] E. = 131.36 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT S. = 131.56 � Dmwn br. Chedwd b,Y, SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS L;� CATCH BASIN 137.02 S. 132.12 SPACE PROVIDED, THEY 90 NOT SHOW EVERY DIMENSION, COMPONENT N.N = 131.72 $ (,'�( UK FOR EXACT LOCATION OF DOWNSPOUTS TO DETERMINE " PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. TIE-IN TO SITE STORM SYSTEM. a STORM MANHOLE 138.74 S. 133 14 ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH N.E. = 133.24 Job EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 11. EXISTING TOPOGRAPHIC INFORMATION IS FROM DEVELOPMENT AND CONSTRUCTION SANITARY MANHOLE 138.91 S. = 126.01 N»'' 195197 EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATIO1: SERVICES (C.C.S.) TOPOGRAPHIC SURVEY DATED 1=EB 9, 1995. N. = 126.11 Sheet Of. SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, N.E. = 126.31 Milton Court, 14150 PROVIDING SUCH IS PERMITTED BY LOCAs_ PUBLIC AUTHORITIES WITH 12. A PUBLIC WORKS PERMIT IS REQUIRED FOR WORK WITHIN THE R.O.W. z SIT 95-0021 JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TU NOTIFY THIS IS A SEPARATE APPLICATION AND REVIEW PROCESS. 101 ENGINES F. IF THERE ARE ANY DISCREPANCIES. C 1 .2 13. PERFORATED STORM PIPING TO BE PVC CONFORMING TO ASTM D-3034 OR p r - 5. ALL STORM PIPE SHALL HAVE GASKETED JOINTS AND BE AIR TESTED PER CORRUGATED HIGH DENSITY POLYETHYLLNE BY ADS OR HANCOR AS SUBMITTED TO T.V. FIRE AND RESCUE _ AUGUST 11, M5 MANUFACTURERS RECOMMENDATIONS. If this police appears dearer 111,111 the document, flip documcnl is of marginal glla';l}•. IIIlIilllil( d � . �. I III�I(,I�I �IIIIII�III(1 l 3IIIIj{�!I(jI L IjIjiIl{IjIII I IIIIIII�IIIII i(iIIII�iIIli ISI III�I��.II _.� - IV I1 11111 2 IM11" fAl L.t ntiat la; IIIIIIYIIiIlIIlil m 00li[TRIM, . fi TiT,11_1111t,_11 1!!lIIII1111n1l1111!!!il!!!!I!!!!I!!!il!!I! III111111111III!!!lIIIIIIIIIIIIIIIIIIIIIillllllllllllillllllllllllii"11011�il llIllntl - i i r i. i 1 i I ._.._..-..._._.. _..,w.••.^ �..........-..+....»........._......Y�..-�..._....,.,-- .+•..�...s.........-................+..�....,..-........_...........-�.... ......_.-._......-.ter.-........-.......«... .r.�,...a....--..-.............-.....-...-._ EROSION CONTROL NOTES _ LEGEND I TEMPORARY SEDIMENT FENCE I B&POSE: PROPOSED CONTOURS -�8--- 'TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY SEDIMENT CONTROL. FENCE Mmitm DE9GN Qr„ le P.C. PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF STRAW BALE SILT PROTECTION � ��,,,�_.,.._.._--- AFA HCTu�tB - SPAM Pt./►At GM 'IIEL(�CITIES. ,e so ,ao l IM SW Kerr Pwkway,Suite l 4 Qdl2I(IONS WHERE PRACTICEPPS LIEci ------'-'""-_.---- �� l.Alce(kw%o.Ofrqlm 970 --""'----- (M 24+MDOWN S'-OPE OF DISTURBED AREAS WHERE RUNOFFMAY OCCUR AS SHEET ( IN )!'16E'1' ) RUNOFF. rte_ _` - � � �h - ec► >!t _ ---- ---_ C AT THE TOE OF SOIL STOCK FILES. ENC�Q1>rERINa LNG-- ,_ P.O. BOX 6M �1 1 -... �. _______- 144 �_ _ ORI'700N 97201 Al INTERVALS AS INDICATED ON SHEET C1.3 ALONG THE CONTOURS OF 1 `� _ — _ �..,_ ,_� X43- �,,... - --- �'L LAF GE DISTURBED AREAS. � �� •�• _ � � i AT GRADE BREAKS EXCEEDING 20%. ` FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. t- } l SEDIMENT FENCES SHALL. NOT BE INSTALLED ACROSS STRENMS. DESIGN CRITERIA/SPECIFICATIQN5: 144 �� ----- _--'" SEE DETAIL 2 SHEET C1.3. SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH A-) CHARACTERISTICS DEPENDS ON 'THE SUPPORT FENCE. FABRIC ATTAGIIED TO CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING (MIRE, SELECTION IS THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER "� • •' � �,.,� � � FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO ,, '� �. 4 ti4'15,504+1' _ � 42.'5 . .._.. 4 ..�-'" - ---- !/ _ �, PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTE) USABLE CONSTRUCTION -- � � � � � o LIFE AT A TEMPERATURE ,MANGE OF 07 TO 120'F. ►�3 �R1WN 1 ALL MATERIALS TO BE 1N GOOD PHYSICAL CONDITION TO ?ROVIDE PROPER __' .� SEDIMENT RETENTION. .--'''� Y 25 t� .. �„r_~....__.•.._............_........_- .1. � - RC / 1 AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE , �� -�-" .�,jKORO,^• � 7 LLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD ;_.. . •. . .- -_ :�T4RM INLET EXPIRES: 6= 97 illillililljllllllllll BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES PROTECTION 3 rte,-,.•' o ,•.,-- SEE DETAIL 1. TYP. ... .... ._....�..,.,.,, REPAIRED AND REESTABLISHED AS NEEDED. , ,... _�._.. � � p ��.. 1 owner. � rw ' �� _CONSTRUCTION .aTORM DRAIN INLET PROTE�TIQN — fvURPOSE -'' " — SEE DETAIL 1 � ��,�...� �, �.�•-•�„�"`� 1 tr j EIJ-SAN TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PR'OR TO `° "',E. v - " ' PERMANENT STABILIZATION OF DISTURBED AREAS. �' i ,,• _ _-- 13g 141 CONDITIONS WHERE PRACTICE _AP2llES,. ;' ,..-•='�'"� 1403g 1 136 WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANEN" STABILIZATION OF THE DISTURBED DRAINAGE AREA. 140 4 ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTI!STY TYPE CONSTRUCTION IN EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. •� -! __^_,__...-- , DESIGN •PITERI SPECIFICATIONS / tm /c '/7 y �� FILTER FABRIC FENCE : -..,I 1 ,_ '_,-- . .....yam.: �' /• ,(/ - -- y . - SEE DETAIL 3 ;HEFT C1.3 FOR STORM DRAIN INLET PROTECTION. SEE-6ETAj[-2------ ,. , ; a 4 �• �- � ��,r,,..• „•..• � ,1 � _ ---__-- ------ __---- -- ---- - BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLGW THROUGH. THE FILTERS C1.3 _ r�� f'' � •' � •~ �'~ �� / / & AND PREVENT BYPASSING OF ThE INLETS. / ' AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO OWNCO ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST M- ° ••� - -�"� �J -� BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN _ �5 ...�• � - TIGARD THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. PRIOR TO INLETS OR CATCH BASINS BEING CONSTRUCTED, THE STORM LATERAL IS TO .• _ -" - �" - BF PROTECTED BY HAY BALES, ETC • SO SILT DOES NOT DIRECTLY FLOW INTO THE NEW / SYSTEM OR DRAINAGE CORRIDORS. _'•-�!, �_ _ _ _ _1 ��,,, _ - r yr,"�_ _� �,-- j - �, J _ C4J ��,// f .. ..fid•': .�RAY ,EL CONSTRUCTION ENTRANCES ,' - - � _ 0 o TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS Sheet 1 BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTF.L;CTING A STABILIZED -- ��"'• / / _ PAD OF GRAVEL AT ENTRANCES/EXITS T-U CONSTRUC71ON SITES. QNDITIONS WHERE PRACTICE APPLIES: --- _ --- E I1®S ION AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER / CONTROL APPROVED ACCESS POINTS. 0:510 CRITERIA/SPECIFICAI IONS: r- __ PLAN - SUE DETAIL 1, SHEET C1.3 MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. THE GRAVEL PAD SHALL RE AT LEAST 8 INCHES THICK AND 50 FEET IN L NG H. WIDTH SMALL. 8E THE FULL WIDTH OF THE VEHICLE INGRESS AND Re v'*OM EGRESS AREA. (A 20--FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION SI fES.) 2" X 2" WOOD POST AT 4' O.C., STANDARD OR BETTER OR EQUAL ALTERNATIVE: TS. ACDITIONAL GRAVE_ MAY HAVE: f0 BE ADDED PERIODICALLY TO MAINTAIN STEEL FENCE POS PLACE POSTS AT 6 -0" 0/C MAX. PROPER FUNCTION OF THE PAD. FILTER FABRIC FENCE - - IF THE GRAVEL PAS DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM 36" WIDE ROLLS FILTER FABRIC OVER C.B. VEHICLE EELS SUCH THA f MUD AND DIRT TRACKING IS EVIDENT OFF SITE, - GRAVEL FILTER ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION TECHNIQUES/WORK 3PERATIONS MODIFICATIONS. WHEEL ' �F'NG �,`� 1 , } \ " {: _, 18" MIN. 1 WASHING SHOULD HE DONE ON THE GRAV'EI PAD, AND WASH WATER SHOULD �, - G ��O• 'i - - , 4 DRAIN THROUGH ASILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE P 4 CCN5TRUCTION SITE. CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES !REQUIRED TO KEEP PUBLIC - STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL BUT IIONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON --- - TII =11 11 EX[S'LNG LOTS OF RECORD. �.� -___ _ _ 2" TO 4" , �` _ - Ditty 5*95 QUARRY SPA►_LS NATIVE BACKFILL—'' -- a SUBGRADCATCH BASIN Iarawn by: CheduedE REINFORCEMENT \\'�' PROVIDE FULL WIDTH NOTEo bY' GEOTEXTILE, AS REQUIRED OF INGRESS/EGRESS AREA BURY BOTTOM CIF- 8" MIN, CONTRACTOR SHALL PEGUL_ARLY INSPECT cm IGD( FILTER MATERIAL FABRIC BARRIER AND CLEAN OR REPLACE X 12 TRENCH. AS NECESSARY TO MAINTAIN EFFECTIVENESS. 8" MIN. DEPTH IN 8 Job NWilbEfr. CONSTRUCTION ENTRANCE z FILTER FABRIC FENCE - EROSION CTRLri"' STORM DRAIN INLET PROTEC11ON Of.. ! 1�3 N.T.S. F ENTRY N.T.S. F-FENCE '1 ^�_ v N,T,S, F ANIEI I ourt .31T 9 0021 AS SUBMITTED FUR BID Y-- JUNE 28C1 .3SIT o�2t 1395 4 4 of 7 1 If (his notice appears clearer (11.111 file documcnf, file documenq is of 111a1•kina l24X i�.�llill�IIIIII , : , .�� : •� � ��I� 1,��1{I�I{I�III fIl{I{I(i{!Ii 11J1{I'II�IIr� ' I{!{1{1,11{! I I{III{I'I{I{! TILLS{I�III�� l�:L.I111�!I1I1� �#:�1�� ►}��I�I{!{I I�11�111111l11III i Ilflfilif IN iI Cl l fi#i1I11111111IIIIIIIIIIIUIIIIIll IIIIIIIIIIIIll IIIIIIIIIII 11III111111111IIIIIIIIIII111111111IIIIIIIIIIIi!IIIIIIIIII1111IIIII111 IIfllllll 4111I1111!NitIIP fi 11 f Iii Itl1i 111 1110PIRMPTITIT"tl 1111111! A , e f NATIVE BACKFILL f (SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS) i 8" - PROPOSED PAVEMENT AREA w• � SEE TYPICAL PAVING SECTION % K. 1'•-0" MOTH � SIDEWALK LANDSCAPE ARTA _ � - ___ -�_ Liw>�MUDRrre[zl D GROUP, ;m ,. �� P��M -- 'SEF PLAN—� -•- PAVED AREA "-- VARIES - SEE SITE PLAN SLOPE TOP OF CURB ► j�-'�{ ° / -- - 1100 SW Karr Pll k"y,Sufte R5 ` 1.. f 6" 6" PLAN Lata Onvegoi, Orqjon 9700 TOP OF SIDEWALK _ r ' �, f Y i. - a TOOLED JOINT L"24-05W 't EVEN WITH PAVING ,' : /,� _ _ I* RADIUS - _ 2X CROSS CONCRETE WALK TOOLED EDGE / SLOPE /` I� PAVING SECTION, MACfpq= ENOQ d II�C• f ,..,.. . . ROCK BASE OR LANDSCAPING- CONCRETE FRAME CASING �- RADIUS EDGE v �,�, �� ► b - CLEANOUT FRAME AND COVER P.O. BOX am ►_- / /.�/� . ' �"'� r � F Via; . , _.. li.'.� Iil�.',i �� i ..f r� I��t� _ �� r �I_ � ,r-. A• -,� FOR1IANCP�0I971TAPER CURT AT SIDEWALK OR END F CURBA 224 1"-O" GRANULAR BACKFILL - 8" w (SEE SPECIFICATIONS FOR / COMPACTION REQUIREMENTS) - - 20 SAND OR 3/4"-0" CR. AGG.DIMENSION1 ._°r• ON PLAN --- - — EXTRUDED CONCRETE CUhB Q J CAST IN PLACE CURB do SIDEWALK. 45' ELBOW SET IN EPDXY CEMENT ' s K PAVING SECTION FINISH GRADE + APPROVED SEWER LINE COK > w N t° a• -- 1"-0" GRANULAR BACKFILL - COMPACTED ROCBASE i ;•: ,il ;,r �� / ASPHALT PAVING SEF SPECT,�r `�`'• `�Ya�': ( FICATIONS �OR -- 45• WYE w , COMPACTION REQUIREMENTS) _NOTE: w }u;¢<+r1 PROVIDE CONTROL JOINTS IN ff -- a a {K'�s • CONCRETE 70 HAVE STRENGTH • rZ °� " a �f< �w":-�. OF 3000 PSI IN 28 DAYS, WALK O 5'-0' O.C. I X " / t _ SEE UTILITY PLAN FOR PIPE 2" TO 4" SLUMP t�. I � - � I ;�{ �� -------� ,a #� , .s SIZE AND TYPE (MAIN PIPE) � » I~- _ - - --�-- -_ -- - - -_._ PROVIDE EXPANSION JOINT'S O 20'00ELEVATI Y � � � - CRUSHED ROCK BASE O.C. ALIGN CURB AND WALK JOINTS. ON �♦�� p, t EXTRUDED CURB AND TAPERKwi�STANDARD UTILITY TRENCH SIDEWALK 4 CLEANOUT' ��15,504+� N.T.S. �cuka N.T.S. rRENCH N.T.S.i \,,C1.4 �A 1.1 f A MONOWA16 /�.� N.T.J. CLEANOUT -r Jr 2S, 47 4,9L KOROG EXPIRES: 67-30-' 97 Ownw.. I if I fit STD. MH FRAME AND COVER -- -- SEE PLANS FOR RIM ELEV. FLAT TOP SLAB ---A04 B ? {.�' ■ SWALE F I OTOFINISH GRADE ,►-- X E30TTOM _ _7 SEE PLANS FOR -' _ a . ' SLOPE TO OVERFLOW ELEV. r - IE OUT PER PLANS A A MATCH GRADE • - _- - ORIFICE ELEVATION WELDED STEEL _ (2) %" DIA. BOLTS (BOTTOM OF ORIFICE) FRAME do GRATE _ w WELD ALL. JOINTS \ i WELD ALL JOINTS x2 _O 4 O.C. IE IN PER PLANS OUTLET PER PLAN — m - IL a a- a+ . � If •— N Q • y and �;�' �,. ` , ' • . is FILTER FABRIC - 1 OWNCO FLEXIBLE COUPLING , ,'r PLAN B " "' --� " I " ERF. PIPE _ SEF. LANDSCAPE TIGARD IE OUT PER PLANS '°" 6 4 6 6 4 6 PLAN r t ' ` . -PEA GRAVEL " " f.-• 5 � 5 `_ POND FLOOR 3" STD. 60 MH 3 1;±-:I�a�, SECTION A--A SECTION B—B COMPACTED GRANULAR NOTES: =135.0±MATERIAL 1 �4 1. SPECIFICATIONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION DRAIN f..;CK -- ORIFICE DIAMETER=7.35" SHALL CONFUmM TO CURRENT APWA STANDARD SPECIFICATIONS. 5 CONTROL MANHOLE 6 DITCH INLETr7 ! •� N.T.S. CONTRMFl, N.T.S. OITSHINL PERFORATED PIPE SECTION PERfTRCH "beet +`w• I CJ.4 1:1 Ct N.T.S. I DETAIL SHEET 2'-4" x 2'-4" x 2" CAST FOUNDATION DRAIN IRON OR WELDED GRATE HINGED TRAP (4� 1/2"0 HOLES EACH FACE • 4" SOLID PIPE —"-- f AA BASE COURSE LEVEL. CAULK PIPE INTO HUB - -- . RevaWs PAVING 12"X12" VALVE BOX LID IL 4" PLASTIC BACKWATER VALVE A. 11 (CAULK FITTING WATERTIGHT) N z >Ia 6" " m -- ,f AT 0.5% MIN.4" SOLID E 1/4 R STEEL ALL WELDEDi MIN. o '�.� I' CONSTRUCTION. A-PHALT lop" C-4 -� EMULSION COATED INSIDE r • • ,, • AND OUT. 2'-0" x 2'-0" - _ INVERT _ -; (OR 24" ROUNn) - ELEVATIONt z _'-x---12"X12" PLASTIC VALVE BOX. _ -SLOPE AND I.E.E. VARIES161 1 2" SQ. SEE PLANS NOTE: %p w 1}M11`47. 2'-O" COVER ON ALL PIPE IN DRIVE AREAS. R 2) LYNCH TYPE CATCH BASIN OR EQUAL t e CATCH BASIN _ _ 9 BACKFLOW PREVENTER FOR PERF. PIPE .�. N.T.S. c-aa'rNA N.T.S. eackwrrt gDift &+95 Dim"br. amaw b . QIIC UK I Job Number: 19619? T Sfieet Opt: Milton Court, 14150 AS SUBMITTED FUR BID JUNE 28, 1995 C 1 .� 4 S!T 95-0021 .�5 of 7 Ir If this notice appears cle;irei. Ih;in the document, the document is of m:u•kinal ILII I►�Illill ��k�� . } . �- I I��III�IIIIII riiIIII�IIII� -IIiIIII,I�IIII..IIIIIII�lilil I lllllll�lllll IIIIIII�IIII} UTAk :�� :. I 4 X'I�IIIIIIIIIIIIIIHf 1111IItli •11II�1 ' �'��i{(tllii iilllilll i1111111111111IIIIIIIIIIIIIIIIIiIllllll IIIIIIItIIIIIIIIII111111IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllll IIf1Illil IIIIIIIII TIN � i } �f f t,i�lt1 it W. J 7•1 �✓.` .. . Y , ', it '• - y \ .' ',• - iF�tldbr;- ,t ... ,p -N-0 00 4 J,';xyy?ct ''•'L`.A. „ il ^ V WDREN UESCN , R.C. I p: I IWO SW Kor Putway, Sao 3 WAR 24+0W MIKE FAH A AND ASSOCIATP I PLANT LEGEND_ 8W NW Sbctt>t Avrenuej&ft 4' olodoolooloo 5 , ' • Y � ,,''` : f,,�. \ , ` ' '� � R NAME - SIZE - CDMMENTS P+01'tletld„Orl�an �� (503f 222-561A fax222 • ' TREES - Gleditsia tricanthos 'Halka' ' Holka Honeylocust - (2' Cal, B&B) - (Headed at 6', Welt branched) A 1 • ` __ � �. Pyrus colieryana 'Capital' \ 1 1 - \ ' Capital Pear -( 2 112' Cal. B&B) - (Matched standards, Welt branched) Prunus serrulata 'Mt. Fuji' • � • \ Mt, Fuji Cherry -(2' Cal. B&B) (Matched standards, We(( ran Quercus rubra ° Red Oak -(3' Cal. B&B) - (Headed at 6' Well branched) „_ _ Existing Trees to Remain 4 24 See specifications • - SHRUBS F. L FW 40 • �. • � • ' •�+,� _ Arctostaphyllos uva-urs+ `•; p• � �*, , /` ,- - Kinnikinnick - 0 Gal. Cont.) - ' .41 \ 4 o.c. _Cornus stotonifera 'Kelseyii' PE A t,�• ' ' f'' Dwarf Redtwig Dogwood - U Gal. Cont, - 2' O.C. � Qwnw. h Not'.''p, `. Deschnmpsio c. 'Goldgehaenge' :• n'. Gold Tufted Hair r 2' o'c' OWNCO ,\ ,v`:, • 1 , , g ass (1 Gat. Cont) - s'•w� . • ' GeniSta lydl X —Lydia Broom - (2 Gat, Cont.) - 2' o'c. 4 Berberis verruculoso Warty Barberry - (2 Gal. Cont. - Space as shown _ Ilex crenate 'Hetzii' � �• Japanese Holly - - - p y (18' 24' B&B) Space as shown Mahonia aquifolium 'Compacta' � ! Compact Oregon - 2 GaCont.) - .. •� \ g Grope ( t. Cont. Space as shown 7. Lawn See Specifications Project r • --- Existing hedgerow to remain • YA; • - infill w/ native Hawthorn at bare arz as OWNCO Headquarters r \ , .\M •l,.r. 1 1 ` .der..�•y. ...�.'' ., • • � ', . l ` ►�u,w • / 10 t to I ` oll Srf(/ Shw Title X � _t •,- n.� •� •• •� ��, '- � Planting Plan N. ', •h '� r, . .t; yti''i - "�r ` �rpt �' , . �,. J t J.l'.!,-•� 1 // may; i / v .•t .. Y' Jt 1 a :fes;'',+':,.:. •r•r�.,.,..p`.'!.:•�.. - \ ` �Ay�^WSJ I1. _ 1 // . • . ' „ 1 ! • \ • \ to PLANTING PLAN Daft $-A 1 bY: ( W*W by: ' SCALE, 1' - 30' -0' � •\ 4 �1 �' Job Numbs. sod at Milton Court, 141`,'p Permit Submittal L-1 SIT 95"x1021 6ot7 11' This nulice appears cle:u•ev 111,111 the document. Ilse document is of n,ari;inal qua°qty, �� Ii�Ill�l�i�i :�=�� _ M �>�► ��}�i�i ��i�i >��ii�i iiii� � r��ilii ��jE iiii�il ii�i� , iliiii illi �!�l�l� ►lily 111��I� ►:I!M�� 11 1 f114i1ilil flil�f��I ffiflfNl I ON i�fii�,llltlilll�'InIriIIIIIIIIIII1II11111I1111n111((III11111fIfI111111IIIIIIIIiIlI111111111IIIflill(11111► !IIIIlI'IlIl1II(III Ilflll11111III�rililltif r' +" r �tfiiit a r, 141 24X ♦, �' .+Ik r c ,R ;;.,..,`„ �T+. t ::. �, , adt, ?'. ,w' ;.. tit,r.�.,%�' , ,{;,,r :,$. .,. :. :n• _:mL .P ,,,,, a14, :1 .N '1y":F - , a g�� i K` I ,a r' J f , ) ,i " 1y{ .. 1,w. '1 .' J, ,''i +,. ,, �ti. •, '. .1k' ..r . �.. , ..1.1 �: If .7.' •r ,� � .-I Y +�'..1 1". Y '4. .- -., .- -+.r 5 f ', ..Y. ..M.:•1,:' v 24X C D yy ` '.L' Ir i � .. .1.. - .•w . ^ �. � rr,t +.� ,r•.+f1 I: .R �`.�.. :, ; '� .Iv 4 s ✓�'1. 4. .4 :f .. `, ( , 1. r �, rµ. ,�' k ' '' 'S;. _^ . •r 1 MwREN DESS Ga",P.C. a Y `•. " r s AR Hnnsc Jl� ► OPPA t M'[JQi1�li6t10G c; .3 p ' ;,' . _ .• �` f,�,�,._ 11650 lLon' Llac Fr 1 �Y . •{. L _ f { f f' +4• 4 ,,, �• "t ' MSM {•y.' IVtM FM"AND AMOMICES 800 NW Suth Avenm 327 , Porti nC4 Omgon 9r/20A MO O 222- 61 Z t>aut;2�•2283 242 t•+ LFAW PE A Owe al 3' DOUBLE CHECK VAi_VE _ __ "\ FINISH GRADE OWNCO g 00 SEI CROWN OF ROOTBALL POP-UP HEAD -- 1' ABOVE FINISH GRADE TC�GRAM F CR 2' BARK MULCH (1) ALL GROUND COVER REMOVE BURLAP FROM t`' _ SNUII BE PLANTED AT PLANTWG AREA LAWN AREA W/OM>DO�r ,� FW GRADE �- EQUAL TRIANGULAR TOP OF ISARK MULCH I a, _ JUMBO Box No 1 TOP 1/3 OF ROOTBALL �, , , MAIN LINE \ 10-190-001 W/COVER SPACING PER ON CENTER if 10-192.101 SPACING AS SPED \ 10-190.003 BOX EXTENSION NO. ON PLANTING PLAN SCARIFY SIDES AND BOTTOM L 121 LOCATE GROUND COVER MAIN LINE BACKFILL SOIL MIXTURE / ONE HALF OF SK.CFED = SPACING DISTANCt FROM ` � :M ANr1f CURB SOEWAIK OR 4•x8•x1e• . . CONCRETE COMPACTED BACKFILL - - OM HARD SURFAG�E, • ' ~ BLOCK, 4 REO'D TYPICAL SOIL MIXTURE UNLESS OTHERWISE SPECIFIED. mow+ - �-s' MIN 3/4' ROUND Pi1o*t RAINSIRD SWING POPE SP./00 WASHED GRAVEL BASE k SCH. 40 GALV. NIPPLES OWNCO I) CL"o Pft /4• MIN. LENGTHS W/RAWBIRD SCH. 40 GALV. REDUQF LATERAL PPE SPIRAL BARS ELBOWS i 1/2• ROOT BALL DIA. • 12 90' MARLEX STREET ELL MOUNTED E A IN HEAD NOTE. EXACT FITTING REOUIREMENTS, COMPONENT SHAPES HeadquartenAND SEOUENCE MAY DIFFER FROMI THAT SHOWN. TYPICAL S B PLANTING DETAIL GROUND C VE SHRUB F N.T.S. _--- _ Q_��__�l_._ U__ VER PLA 1T� i�a___D_ TA!1.� - BACKFLOW_ PREVENTION N.T.S. N.T�, ._ _ .� _ y PREVAILING V i INS Shoot Titie f �- �� OT 120• Landscutmand 1. irrigation ,�TA�!�VG PLAN I-ASTAKING PLAN AMETEK o No10-122-101 Box Details (3) 2• x 2' x S' DOUGLAS FIR SCH e0 PVC P48ER STAKES, ATTACH TO TREE W 2 x 2 x 8' DOUGLAS FIR UNION WITH TWO STRANDS ,/•�'� STAKES ATTACH TO TREE OUtCK COIIPLEIR VALVE --J ` p Wi1H TYCO STRANDS AUTO (REMOTE CONTROL( VALVE TWISTED E12 NEW GALY. RWIRE OSEA NEW 5/8' RUBBER TWISTED E12 NEW GALV. WIRE II, NEW 5/8' RUBBER Vi• GALV. PPE x 3' LONG-ATTACH ' SPECIFIED -► HOSE TO RISER WITH TWO S.S. IRRIGATION BANDS SPECIFIED — FINISHED GRADE fo' TREE SET CROWN OF ROOTBALL TREE - �N AT FINISH GRADE ---- SET CROWN OF ROOTBALL AT FINISH GRADE ffim REMOVE BURLAP FROM Revbiam TOP 1/3 OF ROOTBALL / �� REMOVE BURLAP RFROM AFTER STAKING TOP AFTER STAKING WARNM TAPE BALL FINISH FINISH-- TpRo aao-oo GRADE -- BARK MULCH • 2' DEPTH GRADE �- -'-- BARK MULCH - 2' DEPTH VALVE COVER BARK MULCH CIRCLE BARK MULCH CIRCLE ---FNSH GRADE, TOO TREE EXTEND 6• BEYOND SHALL EXTEND 8w BEYOND MAIN LINE �_. OF SOD, OR TOP OF TREE STAKES IN TURF AREAS TREE STAKES IN TURF AREA5 - � BARK MULCH 1777-2 ti �.• 4T• 4 --- Ll L op BACKFILL SOIL MIXTURE 4' P.V.0 PIPE SLEEVE. WIRE BACKFILL SOIL MIXTURE +2" MIN. PLAVE TO VALVE TO HOLD IN 4' X •• x ie' COMCRETE �+ -- COMPACTED BACKFILL BLOCK. 4 REa'D TYP. 3' LONG P.V.C. NIPPLE ' SUiI MIXTURE � --'� COMPACTED BACKFILL TEE UP ��_— INN, 2 Cu. FT. WASHED ROUND GRA 90M. MIXTURE VEL QWiLE SWMIG JOINT � a' MIN. 3/4 ROUND � � SUMP STAKES SHALL EXTEND '� 8CK 4o P1►G atR�t ELLS WASHED GRAVEL BASE MINIMUM OF THREE FEET STAKES SHALL EXTEND CONTROL VALVES WAEt> - (r 11�M OF PIREE FEET INTO UNDISTURBED SOIL INTO UNDtSTU1Z8ED SOIL NoTEa� -- ' NOTE STAIN TREE STAKES /.I LOCATXM OF QUICK COUPLER WITHIN VALVE BOX IS SHOWN FOR PCAWY-S E T Ti-OMI WITH TWO COATS OF ' TF: STAIN TRCE STAKES CLARIFICATION CoNLY. 04TALL AND OFFSET Or MAINLINE AND F 707 OLYMPIC STAN W1 H TWO COATS OF OENTV%D IN BOX WITH AUTO VALVE TO GIVE MAXIMUM CLEARANCE E 707 OLYMPIC STAIN 2.1 "ACT PITTWO RfQU1 EMEpTe, OOMPoNENT SHAPES AND SEOUENCE _ MAY DP1�EN•FROM THAT SHOWN, Date -` _.TYPICAL CONIFEROUS TREE _PLANTING _QET_KIL T PILI ��ES� S TREE P�� DETAIL. A MANUAL QRAIN VALV °�'""' '�'db�'' N.fi:� i9. , VE__ / 0=K COUPLER _ _-_-- _ -__E NTS, MO I►l� .lob Nwnbw. 96003 Sheet of. Milton Court, 14150 SIT 95-00?_1 i ' Permit Submittal L-2 7 d7 I 1 , If this police .111ltears clearer (Iran lite document, the rlocumenl is of marginal qual.;y, ll�l�l�l�l I�ljijlllji�� T�l�)jl�l�ljl Ijijljllljljl I liljlll IjIIIll Jill 'Illlj!IIIIIIIIjirll IIII�IIfiI 'llt�lit �� F• f�llff � f"�f�Iil�llll Ilnhnllltn�Inllllllll)Illlli)11111111!1�111111111jllllllllijlill (Illjllllllllljllllllllljlllllllllj!IIIIInlllllllllhll�l �IIIIl11Nfl � cel i�lr�� ^Ili�irtf�