Loading...
7337 SW TECH CENTER DRIVE-2 s GRAPHIC 'SC'AU,' + i..i Ic( M M'l:R1' ) ,r�. •*.,, 1;" i`;f'�1�r N88'51'52"W 20.02' 1 Inch k0 K I I /"�j :'Alli&' !I. I ' S.W. 74th AVENUES `.NO1'23'Sb"E 44.75' � �� /� i'1 r^ 7 i .r'. I• ✓ I 1 � rtj GRAV4-6 4-6 c #moi � q 1 N01'25'41"E �J • i 9"W ^r , 8".23' 4'5.90' o! ((' Nez i I V) o N00'51'40"ET s I �, f UJI a, •cl d cz 6 353.74' ..._ N u z ! G `f I 1 ` c Y7, I I 6 3 7 I � ! 7 j i � •�• .-�., .,. .�,t�+�,`,� ,ti�kK� � � '�� � � � 90. > .. b X1 a 0' �f cid 9W TYP. 21 5.0' 10,5' ` f 4 12 18 r 50 5' cy- ► C,,,l 4,.:,,1 T. _ A , I rt `� 17 --- C f- _ �. . o z ui 4 :. ,_ Ni a 1>➢ , BUILDING A I ; I �;, �.,._ o N 2, I J 50 = ?� NI F.F.=207. - - �' . I BUILDING B W i I WLJ � I I F.F.=214. fJ W z z V) z ( ' S0 :-, N s C4 w co N � , a0 j - ---40.0 10 .0' 16,0 1 00 z 44 3 ' - 8 17 1 t( ' _J 50.5 10 � . . _ _ r- -- I 9 �- 4.0' 4.0' co p 4 0 7 2071 � 1 1 txi t C 1 10 I ' 9 T YP. 4, 20 I 7 t t1 I l� 18 6 TYP. �13 I ,r �, TYP. TYP. TYP, 5 Ni of TYP. ..- 1 MI1. __.__� �T7P.I .r". „". / i '.. 12 I T I o `� / e I 1 1.L.f CL 7 ( �w i I so '12 5.0' I '� ! G � I � o �,� rs 21.3 �' � � � W 16 10.0' 12 Fri :i 1 i >"' ' s I 5 r, 19 TYP. rl =�: o I `N pn N N . �1 I 1 TE1�(RARY 5 FOOT l(➢1TY 588'31'09"E _ _� 1C,00' 2 14 tl�TO�a oar �__-�.�_ :. -`ORT i5 - 314.21' i m, N01'25 4 E � - 2 72nd AVENUE AV ,~ ' ! 2 32.62' - ----- ___ N01 25_41 E ENUE 91.60 3:.00' I N01'25'S7"E 25.OU' 411.83' O A/c �9Q A P�-f' at cn .. yL m a) ti.i tjr 1 rbr��i� tit r INDEX 1,11ir. °I, ®filo. 'URA*%, BY: SITE PLAN c„�e' �1��►r,I + . r ; _•1 X SAS/CN;4 R E''S1tl j ED,PON SITE CRITERIA KEYNOTES - t� CURB RAC�II 0 BUILDING 1���- ^a, BUILD) VG ANAL I SIS (1993 OREGON STRUCTURAL SPECIALTY CODE) '311E AREA (2.92 NC) 122,018 SQ. FT. 1. MAXIMUM 2% SLOPE ALL DIRECTIONS AT DISABLED PARKING TYPICAL, SF -'AD1NG PLAN. CURB RADII 5.0' UNLESS NOTED OTHERWISE. 2 3UILDING AREA 45,480 SQ. FT. VAN .ACCESSIBLE DISABLED PARKING, SEE DETAIL 41';D4. BUILDING A (ALLOWED) LANDSCAPE AREA 32,532 SQ. FT. (27R) 2. 6'-0" WIDE CONCRETE SIDEWAL';, SFE DETAIL ll/SD4. STREET OPENIN_ RMIT REQUIRED. 1. RADIUS = 1.0' ( ) f'f 3. DISABLED PARKING SIGNAGE PER CODE, SEE DETAIL 6/SD4. 2. NOT USED OCCUPANCY GROUP B-2 - PARKING 4. TRASH ENCLOSURE, RECYCLING AREA. .` STANDARD 76 SPACES 91%) 5. 5'-CI" WIDE CONCRETE SIDEWALK, SEE DETAIL 1/SD4. 3. RADIUS 4.0' CONSTRUCTION TYPE VN DISABLED 7 SPACES (8%) 6. CAS1 IN 'LACE CONCRETE OR MODULAR BLOCK RETAINING WALL. CONTRACTOR BASIC ALLOWABLE 9.000 SQ.FT. TOTAL 83 SPACES TO PROVIDE SHOP DRAWINGS WITH CALCULATIONS STAMPED BY R.P.E. 4. RADIUS = 13.0' 4 YD. (100% INCREASE) 16,000 SQ.FT. r LICENSED IN THE STATE OF OREGON AND SHALL OBTAIN BUILDING DEPARTMENT PERMIF FOR CONSTRUCTION. 5. RAD!US = 15.0' 100% SPRINKLED (300% INCREASE) 48,000 SQ.FT. 7. STANDARD PAVING SECTION: 2" CLASS "C" A.C. ON 6" OF 1"-0" CR. AGG. PROPOSED AREA BUILDING A 19,170 SQ.FT. _ ;c 8. MEDIUM PAVING SECTION: 3" CLASS "(," A.C. ON 8" OF 1"-0" CP. AGG. 6. RADIUS = 20.0' 9. HEAVY DUTY PAVING SECTION: 3" CLASS "C" A.C. ON 10" OF 1"-0" CR. AGG. 7, NOT USED 13y- 10. BIKE RACK, FOR 6 BICYCLES. 11. EXTRUDED CURB, SEE DETAIL 3/SD4. 8 RADIUS = 50.0' BUILDING B (ALLOWED) 12. INFILL WITH CONCRETE. - 13. CONSTRUCT CITY OF TIGARD COMMERCIAL DRIVEWAY, SEE DETAIL 12/SD4. 9. RADIUS = 80.0' OCCUPANCY GROUP B-2 _ STREET OP-NING PERMIT REQUIRED. CONSTRUCTION TYPE VN �' ^ 14. I;ELOCATE EXISTING TRAFFIC SIGN. 10. RADIUS - 110.0' 1 { 15. EXIS-i ING ELECTRICAL VAULT, ADJUST TO MATCH SIDEWALK. BASIC ALLOWABLE 8,000 SQ.FT. 16. EXISI.NG TEI.EPHONE VAULT. 11. RADIUS = 502.0' 2 YD. (MAX 50% INCREASE) 12,000 SQ.FT. 17. RETAINING WALL, SEE DETAIL. 17/SD4. 100% SPRINKLED 300% INCREASE) 36,000 SQ.FT, 18. CONCRETE STAIRS, SEE DETAIL Hi SD4. 12. RADIUS 562.5' ( , 19. WATER QUALITY POND. PROPOSED AREA BUILDING B 26,310 SQ.FT. SD1 20. TACTILE WARNING SURFACE. PROVIDE RAKE-FINISH CONCRETE. 21. CONCRETE APRON. 6" CONCRETE ON 6" OF 1"-0" CR. AGG. f L` 7ECH E►1''a Dn 1Z�1 RIT "WOW1 294095 I, REVISIONS PER PLAN CHECK 3/300, 94 AUG 3 1 1994 MICROFILMEDII111111411 � IIIIII � IIII � ; II � I1II1 � I1III1� �IIIII I � III � mm, �� 4 MAIDIE MI '� CMIIUA IN 1 I I „ GRAPHIC SCALE RVORIA D 6,60 p p INC(UOLS A P URI,A` r t riii_ �■■r i) It'.`Y E A`..!�k:N Gid:k � ,, . f � � sal 7 � Ilt ,' ORTfiEtY ?(;' ,1( a IN P KK-r s , 4M C wy ' s 1 lnrG 00 lt,. T1I1.. k' �f'N ���� �' � �, �� � haft ~� �� `°�. I �� ,� ,, / ,,� , ,�► �, •rs+. ` S.W. 74th AVENUE AI/C 16 G ' � �f����...�.'� r; „ ', •, 'm- . "'"'`'-' 0� 'r r A s X I f > 340011 W' } ' TW TW TW ew 1W( BW s,Ql HW QW �.. BW 011IN -_— 212 -- �; W I 200 _._ _~ - - _ - , + •I ! ;;:L r t/i � � t ' + 1 U Cy 9 t C� I R rJ �� � c `•�; 1r ;. + ' t G Q C ►„j TW\\ lLl1; BW I I I i ,�.\.. 4 1 W U •'! I ' �► t 1Bw '� �BW Cr 206 TJ O va Z u j _TROL MH19 r� ! ,ll () -�- , �' � i �.J Q � � �} cr- :DZ LJ 04 l 1N TR NET 13 ( ! o,� RIM= 1.00 OVERFLuW SD ys i. �' > N ,,BUILDING A _ (;: I I MLA_ ON 1 1 F.F.-207.50 I L :I N / C.B. I U uj "� (� �. � e�. RIM=207.00 Co BUILDING L.r ' '� W / F.F:-21 f •' V) � 4.5J ,« may F V 'a f ( ' rX 7.4 210.50 C.H. ' 5?' - ;t.vi'' s' 2 1 V =202.80 NTROL MH-ii 4 M=204.40 F.G. SD4 ,L 208 -�'�.�-�-.._ 1N N V 1 - -� CONTROL H 20 RIM=709.42 SD4 w J' 210 I I y _ os c — _ 2 ._ ----- 218 S ' 210 212 214 -__--- 16 220 �im �r1 . _- 222 ' � --- 220 y.. LL.. TElKIORIFY 5 FOOT UTILITY „ t I 4 _ �' - 226 4 ZZ6 " TIGARD P TO CITY. I " �.++ I ` _ 228 +lD 72ER FIrTLE NO. T �1i9 1T1E REPOR t' . +�• +?'.*? �� � � � ---ffi'—"" *�—�---- --- -- �"— �" --� �� �` ••—+ � T.._ � 230 � Dcf�Y110N(ro. 1 r . `'r Ja w' i�� ,`,N (%v •�i�0 '9- ♦??V I .Ni r .'r'- ' ' !.. `r.�. --�+. —w` __ .�._... I • aQ +� � "..i .,r '; �6 � `\ p � l0 � 'Y •1,s •Jy .J.%��?�JDJ N �?� ,,', U� `�6:J••6r' "a�,�tr...: ...m ♦1? •'� ,` ?, , �i, _ _ ,�� � `} ".`a' '.'�+ •..r-- —•� ____ —. � t / ��� /� n� T' )� �4 N R��o� I ?99;� ��r� '�� ; Jo �u `7fC �1 •. ' AVENUE , ',�,�r, � ..Q.� , :, •Y J �. s,J ' ,, �� O.Dc �; s�, �._ _ 25.00' 1tto \ k {tir N� kr c ffi Og• 1 — .. —' "--.L W _ �.a 1 �, r I +� r♦ j / 30' CR f ,, o Y co 10 ass .�� N c)-) D m co .= GRADING PLAN ! ,,� _ : ;`;,,,� r--� �o � DRA+,•� BY. _ _ N ---- -ICED�J SµZ7 "CNH =20 LA REVlSt0�� z CLI MN'G r e DATE: NATES GRADING NOTEB _ _ _ LEGEND _ , '114 .04 EXISTING CONTOUR �. SEE SHEET SD3 FOR GENERAL NOTES. 1. ROUGH GRADING: BRINL, ALL FINISIi GRADES TO , PPROXIMAT_ LEVELS 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES INDICATED. WHERE GRAbi..S ARE NOT OTHERWISE INDICATED, FINISH GRADES MUST BE INSTALLED AND MAII4TAIN-D MEETING THE U.E.Q. REQUIREMENTS. PROPOSED CONTOUR ARE TO BE T:iE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS THE CITY MAY, AT ANY TIME, ORDER 'ORRECTIVE ACTION AND STOPPAGE 01 GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES +VORK TO ACCOMPLISH EFFECTIVE EROS:'1N CONTPnL, PROPOSED SPOT GR9DE.� = TOP OF WALL -�-- 13ETWEFN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID TW TW = BOTTOM OF WALL ► ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALl_01N FOR DEPTH OF 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE .) 'kLL BE BW CONCRETE SLABS, WALKS, AND THFIR BASE COURSES. GRADE FOR PAVED CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO R!;UTED THAT - - PROPOSED RETAINING WALL DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, ANC THE 1<<CEIVTNr AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS SYSTEM ARE NOT ADVERSELY IMPACTED. -EHE CITY MAY, AT Alv Y TIME, ORDER OF SURFACING MATERIAL.. CORRECTIVE ACTION AND STOPPAGE OF WORK 10 ACCOMPLISH EFFECTIVE FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY DRAINAGE CONTROL. OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 3:0.1 FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO S17ES AND LEVELS SHOWN OR REQUIRED, ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATMRIAI_. EXCAVATOR. S MUST. COMPLY WITH O.R.S. 757.541 THROUGH 757,571; EXCAVATORS SHALL NOTIFY Ail UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS MINIMUM) PRIOR TO S F ART OF WORK. DAMAGE TO S D /2'. UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. tP TECH w33 (,Pp � 7137 Z Q a 095 1Ui9 RE PLAN CSC8/30/904 —vi�ICaNS PER CHECK 1i r AUG 3 11994 MICROFILMED 1 , � I I1L I III � I III I � 1 I 1 4 I � 1 161 1 1 � I lmm- 0 QLA�B MADE IN jCHINA IN r NATIVE OAC'kf1LL ._fN , - PR(X•'OSED PAVEMI.NT AREA(SEE SPE(.'1FlCAT1ONCOMOACT10N REQIIIRSEE TYPICAL PAVING SECTION rL cl LANI` .;'APE AREA - F'A VEn AREA A � [I• �. �.,__ . _ ___ �R(�OA1 FTN15r� `� •-� ,•- • _ •�-•.-.,r�, .....,+rw.« LLJ A° ' Tk"'D Ali Iyt4li:� .?'�' i i' r)' MOTH OF SIDEWALK �/� . 0 �. �+ . �` SEE PLAN t D�SABLEO SIGNAGE PFR C// {� c •p ` S ATE• REQUIREMF f l' I / A.,PI U I T r--TIDOUD EU(3F EACH 900 f,/`, I ON 1"-0' GRANULAR BACKi .�L -__.__._..---.._..__.-____-------_-SLOE[ TOE' OF CURH ( C CRf f„ FLUSH S SEE SPECIFICATIONS FOR � �� ( r_ �1►, - -- -- TOFJ OF SIDEWALK ,•� �., r �/' � . �,,. COMPACTION REOUIRE:MENTS) �i �N♦ V) C I VtN WITH PAViNG I Q ` ii _._-._ __.-_. ___�_--- --- //f. k�• '_" -- -- - '/ i 4 STRIPS C t 1...._ •. >'Z , ! ; - «---- _ �. AT 2' 0 OC TYP. a.�. p .°! �� - --_----f?ADIUS EDGE o -- - .�. �, = _ r 3d TYP. _ • CUs • GRANULAR E3ACKFiLI TAPER CURB Al' SIDEWALK OR END OF CURB I ' uE .N/oT ;,tfrsF �vlx (SEE SPECIFICATIONS FOR 4,. 8„ °p .•� 3• #- Gr,/r " -__-COMPACTED FIc�, /�f �, i _..� V= LL COMPACTION REQUIREMENTS) �g 'r ----� / '�► E__r__r TYPICAL Q G C,1�0 f., 7 DIMENSION -� / '/ _I c�.•uu)oc '• o o�:u UN F'L AN I DISABLED SYMBO'.., � � c, �' Ul � �Q►17e CONCRETE WITH _ U�'o;,�` PAINTED PER f / -AXIi_ -_ • Q oPc )v 0 Q 0.r -EXTRUDED IpFD CONC?E TE CURES / 1. ALL DISABLED STRIPING C CONTROL JOINTS AT 6'-0 O.C. t v p v011 i o�M4 o j - OREGON LAW i !V > d�' 39,% 9 „C?• 90 FINISH GRADE %T IN EPDXY CEMENT .4 _ q AND EXPANSION JOINTS AT .�09aaoa o ;x,09 �--1" 0" GRANULAR BACK�'�L I f / AND SIGNAGE TO CUMF'LI c 20'-0` O.C. OR AS OQbO�f Q� d°OP 7_ __.-__- _ WITH ORDINANCE - ASPHALT PAVING \140, (SEE SF ECIFICAIIOh' cGR E-,i lll, , 11 ,o �- / 447-233. I 2:. ' 3 4 N ov CRS , Cl A SHOWN ON PLANS o• U���•°o COMPACTION REQUIREMENTS) I'1i111 lil`I I -+�-s --� S W ���E 1►11��I I� _ i - o�0uf 1 .1% 0 1'IlllI 11 III 7 __ ` 2. DISABLED SIGN TO BE �� V _-t -..-__.__ ,, • \,VT X11 U ':! 1'tl - PAINT STRIPE ( MOUNTED TO SIDE FOR !� N C . II iil I�III + VAN ACCESS LOCATIONS _ C SEE UTILITY PLA( FOR PIP lel I i 214 I AND MAY BE CENTERED 1 Q r Or. t c SIZE AND TYPE MAIN PIPE II f T I'" 9'-0" 8'-0" AT VAN a I ,ill STI ilhllll CRUSHED ROCK BASE •• _---- ".1. FOR STANDARD DISABLED / / I�� / t a --.090' ALUMINUM SIGN PLATE _ " I' I'I+' WHI1F BACKGROUND 2 TYPICAL TRENCH r EXTRUDE© CURB (TYPICAL)HANDICAP ACCESS LOCATIONS SPACL� ' 1" HIGH BLUE LETTERS ----- -- 3 _ _ _ M STALL _ .5 HANDICAP_Sl SYMBOL --�� , 2 ++N SD4 N. I.S. ,.�, �4 N.T.S. � � N.T. - -- - - AND BORDER, BAKED ENAMEL N.T.S. � --- mow_ j-�--�'- -----HANDICAP SYVBOI_ WHITE INTII BLUE BACKGROUND STANDARD" ANCOVER.,ME FINISH GRADE "' i -- - -FOOTING DRAiN PER GROUT -- --4 CONCRETE EXTENSION RING 1-r GEOTECOREPORT INSTALL AS REQUIRED TOco----CAULK PIPE INTO HUB 1� I �� � BRING ATO DESIGN �ApE AND (� I I GALVANIZED STEEL POST HINGED TRAP �,� -� /-HEAVY DUTY TRAFFIC TYPE MAX. 3 PINGS OR 12" MAX. �� {•� G /' _ --ECCENTRIC MANHOLE ?OP --� 1 �) VAN AL;CFSSIBLE -� (OR FLAT TOP) Z .L _ 2'- 4" x 2'-4" x 2" CAST_ -6" SOLID PIPE G f� Q \� J"'N IRON OR WELDED GRATE -- -------PAVING SECTION, CRUSHED of r ROCK BASE OR LANDSCAPING I RISERS '--t GC (� z ( ) STANDARD MANHOLE - V BASE�CO COURSE LEVEL. �E -------CONCRETE FRAME CASING TYING WATERTIGHT HULK z T,} is I --- -' -CI_EANOUT FRAME AND COVER /r--SACKWATER AS SHOWN STANDARD M.H. RUNGS -PAVING r ON PLANS 12" O.C. LOCATED m u" O (`� �--4" THREADED CLEAN OUT PLUG ON VERTICAL SIDE OF U Y, I` MANHOLE, WITHIN 0 0 o uESUKab�a�tpJBG�b�Faf� I, UB�5�' / wr4 r..aw^n.r,,t n.t,dr 24" OF COVER AND •�' Zia z c bR;oc „k�o� uR.oa a' b?w oe�c FLOOP. ! T SII �tll,_i� IuI L��u +ll�- - 4" 6 Lj Q ..�.) w Q / 41L 45' ELBOW / 6" TO STORM SYSTEM f 6" E; a _j 1/4" T'L STEEL ALL WELDED AT 1% MIN. .r 1A" w I � w z 1" FT i i ,� CONSTRUCTION. ASPHALT --�.- APPROVED SEWER LINE EMULSION COATED INSIDE -- -n LOP a AND OUT. 2'--0" x 2'- 0" \ i - 45' WYE N I -� U __-_ . - _ _ (OR 24" ROUND) - -- - -- - 6' COMPACTED INVERT ZT___4GP.AVF_L )("-0 AT -� ELEVATION [(' ! COMPACTION HANDICAP SIGN _ 6 SLOPE AND i.E. VARIES nI ' ¢ c - _ I %* v co POURED CONCRETE BASE 5 SACK MIX,T HSIGN NOTE: _ 10 GA. STEEL ASPHALT COATED 3300 P.S.I. AT 28 DAYS SEE PLANS 1) MIN. 2'-0" COVER ON ALL PiPE IN DRIVE AREAS. '� NOTES: _ 2) LYNCH TYPE CATCH BASiN OR EQUAL ELEVATION _24" SQ. L 1. SPECIFICATIONS FOP CCN(,RE T E AND MiSC. MATERIALS USED IN CONSTRUCTION ROW --�` SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. { CURB JOINT s' MIN - - SEE NOTE 5 I '�. --- �- I (�- +2z �i CATCH BASIN e CLEANOUT 9I BACKFLOW PREVENTER L to STANDARD MANHOLE RO - SD4 N.T.S. " SD4 N.T.S. "` $[�4 N.T.S. w .,. . ` S N.T.S. 30'-0" MAX., 10'-0 MIN. (SEE TABLES) EXIS11NO DRIVEWAY COMPACTED SUBGRADE -� 2" OF 3;4"-0" BASEROCK VARIES WIDTH VARIES MATCH GRADE SIDEWALK ADJACENT TO CURB (SEE TABLAS) - VARIES RUW MATCH WIDTH FILTER FABRIC FRAME Al' D GRATE 1 A k LINE ORCHARD GRASS ROAD EXPANSION 6" X 6" F.G. OF RIM f-- JOINTS 10 GA. MESH . ,.�;..i.,���, •z �,_: , --- --._ HIGH WATER FEE NOTE 5 `fifl±t'sal CONTRACTION POND SURFACE STD. MH FRAME AND COVER -� P,IM=?_04,40 3• C 2" OF 3/4"-0' BASEROCK 1° SIDEWALK FLAT TOP SLAB - 0 __ COMPACTED SUBGPADE B•I JOINTS - - f- POND FLOOR _ 1 ' PEA GRAVEL 0 SIDEWALK A WAY FRO,^,i CURB CURB J01 - -- 30" - - DRAIN ROCK 4', OVERFLOW _ T - - NO+ES: A OF CURB IE=201.00 - -- - _-I _ FINISH GRADE 1 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE IS-0-1 5'-0' MIN, 5;-0. MIN. ---- - -- OF 1-1/2" TO 3". 15-0 MAI. 1,�-0 MAX. 13--0- M 15 POND AT CONTROL INLET 2. PANELS TO BE 5 FEET LONG. AN r I I $D4 N.T. _ I P USE EXISTING EXPANSION JOINT IE OUT=198.00 (6") .F- IE IN = IE IN 199.94 6" S 3. EXPANSION JOINTS TO BE LACED AT SIDES OF DRIVEWAY APPROACHES r I I ( „ ) ( ) UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT T: -XCEED 45 FEET. OR SAWCUT AND PLACE COLD JOINT. .1-1/2" EXPOSURE 198.00 (4") I I TE OUT 200.82 10 W SUMP = 196,50 - WELD ALL JOINTS 4, FOR SIDEWALK ADJACENT TO TI-HE CURB AND POURED AT THE SAME TiME AS THE �- _ -_ L_ �_ CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT W11-i A MIN 1/2" RADIUS. '- � ORIFICE ELEVATION - iE iN 199.82 (10" N) NATION B-A ORFICE DIA.=0.30 I �E (BOTTOM OF ORIFICE) 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 10 GA, MESH 6" �6"' 2'-0" 6" 2' 3 " CURB IS USED OR IF SiDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1-112' ABOVE BASE �r•F- -- •�- III �' 0 HERWSE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. � 3'-0" 3' �" � �,STREFT j 3 ��F \ \ 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER - ++�'-` SECTION ELEVATION _- = 1 r- O/t PLASTIC PIPE Al 2% SLOPE. CONTRACTON JOINT TO BE PLACED OV'R PIPE. r � --._ 6" • #1 CONCriFTE SIDEWALK L`- "- 2 COMPACTED 3/4"-0" NOTES: N 3" 'till - _ - _ L 3/4�-0" AGGREGATE 1. FOR PIPE SIZE - SEE PLANS. IE OUT 199.72 (6" SW)--/ CITY OF TIGARD STANDARD DETAIL NDIES SECTION A A, Iv -- --' - --" - - I -III--I -i I - PERF. PIPE �' ��, 2. Fc = 3000 PS[ IN 28 DAYS '-- y �---•� � • --------- - - WASH. CO. CS-350 1. CONCRETE SHALL BE COMMERCIAL MIY. _I (_ I- 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS 3. OUTLET AT SIDE WALL OF INLET. S E ORIFICE DIA.=1.9"• -I i I- • '_�j q � ALONG BACK OF CURB. PLANS FOR PiPE ORIENTATION. - COMPACTED GRANULAR -III �-- (" - 1 DRAIN ROCK � A-'' '"' of -- 3. EXPANSION JOINTS SHALL BE 1/2" PREMULDED ASPHALT IMPREGNATED MATERIAL W/25% PEA GRAVEL E''DIRE;_" 3 • �; MATERIAL OR EQUAL_, EXTENDING FROM SUBGRADE TO FINISH GRADE. �I �2 COMI�icRCIAL DRIVEWAY _ 13 CONTROL INLET_ _ CONTROL MANHOLE #1is '\ SECTION�4T C�RYPONCa SD4 CITY OF TIGARD STANDARD DETAIL COMMERDW SD4 N•T•S• CONTRINI SD4 N.1' S CONTRM„ SD4 N 1 S -1 1/4" STD. PIPE WASH CO. COMMEROW DR:WN BY: GUARDRAIL Cv�/'SAS I CHECKED 8 T: I STD. MH FRAM` AND COVER STD. MH FRAME AND COVER REVISION • RIM = 206.92 RIM = 2.09.42 €got ElY'r,0N CLEC o FLAT TOP SLAB FLAT TOP SLAB DAVE C �A��NG SE':TION J i I 71 1 - - FINISH GRADE - FiNiSH GRADE 4� I 6" CONCRETE WA!L , W _ - - �- STD. 48" MANHOLE " o I STD. 48" MANHOLE 11 l'-- 4 AT t'-0' O.C. EA. WAY r OVERFLOW __ 10 OVER;10W PROVIDE (2) �r AT TOP �" ELEV. = 205.5 -T. - ELEV. = 208.0 AND ALL EDGES - iE iN 198.26 (8") --- IF IN 202.95 (6," _. WELD ALL JOINTS / WELD ALL JOINTS IE IN 202.87 8" • ---8" OF FREE DPAINING ROCK y1�-0 �7 NOSING BAR EXTFN 1/4' PIPE Re11L jjTT --.-.--CON '-" _ TO WAti BEYOND - -CONCRETE TRU"K AARON nrniNr, (A.C. PAVING SECTION I I, - - -" AT SIMILAR CONUITiON) o ,h }r RETAINING WAIL FLEXIBLE: COUPLING ■10''z FLEXIBLE COUPLING ' x o - - 2" WEEP HOLES (S;REENED) t/SLAB >_� f AT 6'-0" O.C. `�t�a� i --- IE OUT 198.16 (8")-/ `•4 � iE OUT 202.77 (10")---�/ `V COMPACTED GRANULAR °•' COMPACTED GRANULAR �_ ) -�� n °-1i' ' 2_0• o Z /� MATERIAL o ZMATERIAL 2 a• - --'1/2" ASPHALT IMPREGNATED / �,. _ r r f FELT CAPIU.ARY BREAK--- ' 1 7 y.4"' "'� + t'-T'Y. I ----#4 AT 1'-0" O.C. _ '!rte ! ' CINfETE wAlx �' 4`iatir ?, T RESiRICTOR PLATE- P,ESTRICTOR PLA I E - ? �'.- iV } y . Ir- .+, ' I I ORIFICE DiA.= 2.75" 7y; ix�- ORIFICE DIA,= '2.50" i " ` CONT. * I I j - +) I (-,•rI D 11 OOTiNG BEYOND -� r a . •i �.�_ + I -III--- 'I I �- �.+ -- _ 4 ' 6_�X ETAINING WALL SECTION AT BLDG. B 18^w CONCRETE STAIR SECTION AT BLDG._9 _ � CC`aNTROL MANHOLE #2 20 CONTROL MANHOLE #3 _ 294095 4 TECH CENTER DR.,733? N.i••S• N T S - � - CONIRMH7 a7l� NTS �- w•RM,.s REVISIONS PER PLA CHECK 8!30 _.� N 34� 4 of 9 _ ____.. AUG 3 1 1994 MICROFILMFD iIIII � I VIII i VIII 12222222 III ( I I iIIII IIIIIi1il I1 1 4 HA01 CF11�!• .N I ,r,,.......-r�+r•..w..w+r+wry.w..r.,..w-..M.rw�_....s+_-r+.w.__�._.....w•.w.,�._._-.w._..+._....._.. .w.w..r.__...___ -.�.._.__-...ter-_....w-_rr_.�._._._... _ _+-..w._.. w.____-._-._....__.__.. .-... �.w-...-.._._-..—.�..._.____.. w+._.. .-- .__w.-.. +�+rrr�w ...�_+_.. r..w__� w..n-..... ._.+_...+.w.�.'w�w__.._....+.� �-.. . -- + .......+_..r....w«►err._.r«.•.•wr_www•'...•_ www'.11�.."r'^"...•..�rw�+. ..Y.rw..�.•..�M•�.�- f. M.�r •a C r—"""\ HUI.La if1E!.I�ST cJPr �I[,ifE r, . .. Nth &Stu C-•►B /�..._ i " � � L 401111(AA %ACED 1� CENTER TO CENrfR FOR STE y(ALK `IEh T>+11 T"ri it wlaOlE sHAI I t A ��R1AAaE1t'c1L�21'tR Li�iW i IN r La2A�. Wall FO N h Pf s;:t �/ �"-�--�-'•-•... /U. TAI L A / L r- • J y �. f+tj' uR L111 � (TC: 1NHE STEPS ru� CE tIrtT ANFIk�4Y t1. EMKDDf.D THEY MkXT ALVj NET TK A47W LLXAR ►AASGOVEs �TE1PULLING OUT, i2 A• CAI N lorO br a VMANHOLE 1 t r �STEp r� All `.__ O� ; r., WALL tl� TT0 DETAIL MMM BENER LINE \� I �' CUTAWAY VIEW 3-� r� PLA-S7IC WETf snv. Q _C 4 F(Xi (jALVAN I Z E D STEP o SANITARY �rr�!'�I LJ ca CAST IAON CIWRA � MATcH fINISNED 3RADE i.7'' ST"Ei T -1— Rj F ItAIt -T l C ! �� 1 I - w 7 1f1 ISN stow&$ Pisa 1� --\ - - I I 1 _� � vi S[T PRAM[ IM MAXIUM 2? FROM FIRST STEP TO THIP — (k- Of I I �f Of CASTING r-.•-------__.___.__ _ 27' .� o- I I • f O C W)N_lMRI NKI N(', 4jJ1 GROUT - ECCENTRIC MA11114al uk 2,�• I vt Ir, ,{ ►. 6Ti d I y`TANOARO N" MANHOLE c C) . a O 1 � < � a 11111,139111` PREFORMED PL ASI IC GAS•tT to Pop PIK ►_ PLAN # 20 OR LESS 1 ,:�• CW6SICTEO T GO" ---N !_� �� CRUS>1f1) ROCA S� j• r -- --- _... ._ ._ MATERIALS: FOM PIPE 1 .�.•� 2' OR LARGER _ �; r I./r_T ------- _ I GALVANIZED: r �. ` af ---- _ , 1:� —UNOISTURNI) ERHTH - ---- • 0 I?'MAA FURCONC.PTPE � ' E6 (3/4 aN GALVANIZED DEFORMED REINFORCING BAR. .Tr- �� � 'I REINFORCING BAR CONFORMING WITH A$TM A-6f5 GRAGF_ 4'D �1• ��� GALVANIZED CONFORMING WITH ASTM A-123 V PL.ASTIC• ( 0 U u CL NOTES MUST CfJNFORM W1 it ASTM C-47a. .."4. �, I i•; STEEL REINFOPCING BAR MINIMUM 1/2' GRAGF Go '� t,- .•A�, rIr'••_.': •: !ET IN FRESH I USF. SU9111BAAt 7YPf. ONLY IN NUN TRAFFIC AREAS MEETING REOUIREM£NTS OF ASTM A61•J ENCAWA1l1TED Q • "--- �`-`�- u _ CONCRETE • 2 COVER & FRAME SHALL BE GRAY CAST IRON ASTM A b CLASS 90 INlILC DROP: • • •= o o - QA*m S COVER &FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. WITH INJECTION MOI DED COPtxYMER Pr�LY PYLENf 7— MAXIMUM 2 0� O o L +�•,Q t/ O F•o . ♦. NOTCH LII FOR LIFTING HOOT( ! MAXIMUM VERTICAL DISTANGE,Y + �ig� �- I2 LAYER CJJ�(MCTFD WITH SERRATED SURFACES INVERT to ui4ERT -• --- M111 BASE MATERIAL n/4=01 `, �� L � � z C: U ML0 � Uf iiMR10d. wage Agency Unfisd 4lYlrlf @ AgenGy A Aged" U Dwq No 010 Dwg.No 120 Dwo No 140 ZQ h STANDARD MANHOLE (PUBLIC) rg_._�STANDARDr,,A"�MANHOLE FRAME AND COVER (PUBLIC) STEP L (PUBLIC) _ � _ _ N.T.S. SD5 N.T.S. N.T.S. i W I I 104 Oow" EXPIRES:4. DRA NN BY: SAS C-,ECKED BY: REM90N r r EDT*, - a Q CLOSWI DATE: _ SL-) 5 I tE F'ROR,• T�7 294095 REVISIONS PER PLAN CHECK 8 30 94 AUG 3 11994 MICROFILMED I � III �I VIII I VIII I I � IIII ! ' 1lIIIN I � 1 , 111 1 , 1I ( � IIIII � I � III I fl ' I1I� V' III� 111 � I '� �� mum- (Im � MADBE CHINA IN MIT E lcc E -- ._ � i I I � a v m MAIN EL.ELCTRICAL ROOM C SEE DET HEFT PANES _--_ / - r--TRASH o �- I \ ENCLOSURE r MD -\ MAI TELEPHONE BOARD i BUILDING A '\ „B , - / F. F . - 207.50U. \ \ BUILDING B \ \ F . F. -- 213.50 ur)u \\ \\\\\ \\ 2 I I .�� 7.7. LL—-------------- \ \ ` C � -� f/ I \\ \ \ TELEPHONE VAULT ' LECT IC VAI LT I i I ,� ; �`\'•\ \\ i 11-3 ,Y .12 P 13 3 H-3 i�i� _ _____ -- _ .P.. , }� 4 -_ _ _ - - ELECTRICAL SERVICE -a BUILDING "B" GT ----------- --- - --- - -- -- - _ _ - - .v. - ---- -_ - - _ _. .. . _ _- _ NEMA 3R TECH CENTER SI N ���� "GE TRANSFORMER PAD Cn { EF-:T f L UN ar, U p z IL V CID q if SCALE: 1"=20'- 0" cB.B. HEAR 0 O N L E E T N 0 T E IRR. CON'. -- - I G) 4" PVC CONDUIT WITH LONG SWEEP 90 AND PULL STRING (PGE PRIMARY) c n f FUTURE: MAIN SE CTIONS 120/240 VOLT HOUSE PANEL r� ((''I �I C (� Mrs �� 4" PVC CONDUIT WITH LONG SWEEP 90 AND PULL STRING TELEPHONE CONDU'T Fes- " m PANEL L li /I\� irUR �� NJ �/JU UE DLJL �' T �--' z A 3/4 PVC CONDUIT WITH (3) # 10 CU. V - - / 9KVA TRANS TYPE DESCRIPTION VOLTS �'J (2) 4" PVC CONDUITS WITH LONG SWEEP 90 AND PULL_ STRING (PGE SEC) n U 2 Q 277/480 VOLTS - WIN ME "All TE RING gNTER 1 I �14'- 0" 4 FOOT 2 LAMP STRIPS WITH CW LAMPS 277 - �_5) 3/4" PVC WITH (5) # 10 CU. ° Q 60J AMP I HOUSE B"_ RUUD # SE3417-M 175 WATT MET. HALIDE WALL PACK 277 (� .,--1- - 277/480 VOLT PANE[_ "C" RUUD # FS 4440-•M 400 WATT MET. HALIDE YOKE MOUNTED ON WALL 277 07 °•"'' PANEL H "D" RUUD # R7F-2 WITH RT-225 TRIM RECESSED DOWN LIGHT 277 O FLUO. LTG G - 120 VOLT RECEPT. 'iEjj 'JOT USED _ - 9 ��-- -TELEPHONE BOARD RUUD FS 34411 t.1 -400 Wil 1 MI-T. !-!AI..ILlL MOUNTED ON 25 D B. FIBBER GLASS POLE 277FF ELECTRICAL ROOM PIAN TECH CEWFR CPR., 7337 — - —_— --- Str qs nr)13 THIS DRAWING AND DESIGN ARE THE PROPERTN OF OACHOFNF.R ELECTRIC, INC. 7 OF a USE OR REPRODUCT'ON WITHOUT WRITTEN PERMISSION IS PROW911"ED. t 11994 MICROFILMED � iii I i� I Iii SII i i ill I i iii i i iii f i f � I I i I � I ISI! I I I � I � I � I I � II I 1 1 I I I I I d f mm- OIC 4 M3gE IMI CHMA 1N i I r �J f + Vi GRAPHIC '-,CA1.F 1.J ro 4G os o o so 10 I os w p >• -4 L to ( IN r,t.'T 1 1 ltr,'b - 20 fl • a^ S.W. t 4, _ r. w �( E3y 4►tv PLAN 1 LIST ,,. --- `� 1.�_' � •.,,, c ir`4 •` i +FZ-,I ,I I I` i �d_. •� . L..IJ "a•IJt,I- / ,` ,-01 (� I l I � , -- 2 SiR.4 JNf?�S?YF,Hti�_PPj3.P.11I±IB.kQ_i_.Y�l i C '� - G 'h -_ ___ . •-_:` w ' 1 �' I .r •"���' `' `, �.. . I `• ..�..,. _ � I` r ( / 1 ) 1.76 htJtJ AkCT05'I'hPYLOs UVA-UkSI 'MASS. ' 1 r3n1. 3'a.c. Q C �. r I = �lx.�,r1r Aack ►•,• 1 r"a- . e' r � I (iids•;achusetts Y;r,niklnr,:cY.) •GirF• 143 HHH )11`;DEKA HELIX 'HAHN'S' PLATS 1211o.c. �._ . .. ._ ' l_J _�y _rl,�. (' (Hahn'` English ?vy) 14, '.GO rtd. r:'Jtta from flet$► �d \�� 23 AHC AZALEA HELEN CLOSE 2 gal. 30o.c. fl _ � 3• A� ,`IJL1 18 AG ABELIA GRANDIFI.ORA (Glossy Ahelia) 5 gal. 5'C.c. 133 BCP 1ILRBERIS THUN. 'CRIMSON PYGMY' 2 gal. 18 0 210.c. (Crimson Pygmy barkarry) 115 (1 3ti" o.c. -------- -�---- i pr�1r. 17 BTR >3ERbF.RIS THUj7. 'ROSE GLOW' S gal. 4'o.c. .� � 1_ _ i (Ruse Glow Barberry) O ' • 'f L2,1. 38 CP COTONEASTER PARN':YI 5 gel. 5'o.c. t * • 16 EAC EU01JYM USeR LATAO'COMPACTA' : gal . 4 'c..,-. t,7r.., Dwarf wintied Euon MUS) .:r--. .� t \ • - r t 47 ICC ILEX LREN.hTA CO1JJEkA gal. 4 '^ r LJ 7 - I TRAS►+ 6 0 (Convexo Leaf Japanese Holly) W -ter .+`. �' 1IFNaosoRE! ! 23 ICH ILEX CRENATA 'HELLERI' 2 gal. 21o.c. --- 15 LC ;^ LEUCOTHOErCATEsgpise Holly) 2 gal. 310.c. �.J I -_ r2'�'F•� rot !'.PF PHOTDNIApFRASERIcothoe) 5 gal. :'O.c. __J � (..n '-� � • j ! ►y.� 15 PL PRUNUS LUSITANICA 5 gal.. 510•c. 7 �, (Portugal Laurel) r R 1 C �.P 4 PAK RHODODENDRON IANAH KRUSCHKE' 18-21•• 41o.c. ' ' I,._L_ C r U c �-- - - 4 RPJ RHODODENDRON 'PJM' 18-21" 41c.c. ms's f�''— `t 1 8 RU RHODODENDRON 'UNIQUE' 18-2111 31o.c. ( � T --� Blrll� (DING LU to UE THUJA OCC. 'SMARAGD' 4-5' 30"o.c. U �•--- �, ; CO (Emerald Green Arborvitae) r I� .•� 21 VD VIBUR1;UM DAVIDII 2 gal. 3 'o.c. W C w F.1 ,-!_07.` t 19 V'I'M VIBURNUM PLIC. 'TOMENTOSUM MARESII' 5 gal. 61n.c. Z �y� 1 a -- u� �� I C1 TREES; t� V1 V/ l_J ,:^! BUil.__DIN % B t 12 AC AGER CIRCINATUM (Vine Maple) 8-10' 13 o•c• C �v� 2 AP ACER PALMATUM 1 1/2^ cal. as shown F.F.=213.50 (Japanese Maple) _ 4 ARS ACER RUDRUM 'SCARSEN' 2" cal. as showy: (Scarlet Sentinel Red Maple) (Minimum 10' height) O, 9 ASL ACER SACCHARUM 'LEGACY' 211 cal. as shown , �* •I�,�/ - - , �/ + ; (Legacy Sugar Maple) (Ninis,um 10' heig}t) i r I t 5 QP QUERCUS PALUSTRIS (Pin Oak) 2" cal. 301:.c. { _.1' - 2P` _ Z. ��., 3 PCC PYRUS CALLERYANA 'CHANTICLEER' 2" cal. as shown (Chanticleer Flowering Pear) ------- I 1 A. Lam _ �U Lr _ iS �- - � 7 PCR FYRUS CALLERYANA 'RED SPIRE' 2" cal. as shown �- •� �' (Redspire Flowering Pear) (Mini.- )m 10' nt-ight) ' /. _ ; - �� (� ; •, - 22' 1lt 1 - 8 PM PSEUDOTSUGA MF_NZIESII (Douglas Fir) 6-8' 121c.c. .� ___. ► - ' 8 FPG PICEA PUNGENS 'GLAUCA' (Blue Spruce) 6-8' as shown I \ I r - -._ — _ 22 TP T1.UJA PLZCATA (Western Red Cedar) 6-E as shcxn 63 TPF THUJA PLICATA "FASTIGIATA" 6-8' E 'o.c. i 1 --- - �1�_ • j ,' t ~. (Hogan Cedar) I J NOTE: Contractor to verity all quantities. let J to s,. r4fl • _ i. 1 i i,. .I j I I � I � T�� � I I I i t �•1 � I � 'i /,.h. , � , / � t \\•` __�..ti's I I ! I 1 I � I � .... � ', I •� t ` s-:wr'i�_ I I i 1 I ! 1 rl I I ! � I � I i � � 'l11"►l:. . 1 , _ .\ --.._ ,_.-r _. — -'--�-►+�-l.--e. "tiiY++r- _ r� ��1..«� •F� ....I i...�>�•..•�.t' ,.' ,�. •"`•.`-'" �j';`��'��. •�.r r�.i. � "-.i.,•,i' `�.i_._ our 'T. � rt..���i) ��I _- �'j �I( � .l- r It 1_ '{ �, I � i ( i ' � •� .i69.•, • ` ' r�:..•� .._...:' '".. rrK �-�..�1 Kir. •4r �' '. ' '' trial' .LL `�.�•�+�..r-..r.l�+.•. -._'++.,....-r`�.c.: :y.. '......q`..,.�,�I I,...! j 1 I l i: , I f I I t I') '�, •0. ' I .m16 _. • �f � �•�wr •••\-._•� .�1,w_ .. L••`..1•�.L/.t���/�_.J rt�_'�•�'»M wJi.� _.►...w.�1.._y __- r 1 i _ _ 12nd AVENUE x�=� I►�'�.- I ►i i CIO l rri rn LANDSCAPE= PLAN — __._ _._._ -----_ _.. ....__._ ! -F•;gu G'� Dg UJtLIN[ SPECIFICATION .:.PLANT ING AND SUDING ........... GENERAL: All plonts shell conform to all applicable standards of the latest SUIL MiX: Prepare toll mix in each pler,ting hole by mixing; edition of the "American Stardard for Nu•sery Stock", A.N.S. 1.2.60.1. 3 parts native t,,psoll (no subsoll) General: Bfu^tag grass heed conforming to applicable Stair yews, Nu naxie s weed seeds, Submit Guaranteed analysis. t """-. -r 1 part Mshroom r,,i;y�st or :ogre+ed equal, Y -- _ P~ Nursery stock, shall be healthy, well branched and rooted, formed true to 6'M;,4 - 'LANTINC� SOIL A-40 variety and n w•r.fe full foliaged, free of disense, Injury, defects, insects Thoroughty mix in pinnting hole end eJd fertilizers at the fcllnwin rates: Syed Mixture: "C"mPlan" • eerennlal Ryep•�ass mix (as suprli,<i ty Seed - _F@4trL�ZER y [ ' g j y' ' ' Research of Gregor • or approved •_ viceds, and weed roots. Trees shell have _,ti eight,trunks, synrrMtrical tips, Small shrubs 1/8 ib./ plant g g rq.rel). Shrubs 6/3 to 112 FUINTCNANCE • LAWNS: The tuwn arras shell be nwintained by ,,+tering, mewing, 4. _�- T-'� nrxd have An Intact single leader, traria 1/3 to 1 lb./b plant r.rseeding, and weeding fir a minln,n 60 days after s•rd(ng. After 3C days -EkSTI+� y n��a.ADE p a t Artq, iuttland nitratweedin at 10 lbs. per 6.001 sq.ft. !+ew and keep at 1 1/2" to SU$STITU110M$: Only as approvtd by the Lordscope Arthitaet, r� y rEkllLit[R: For trees and shrubs use Ccru,erclal Mix 2" height. Re ave clilpir•s a„d drsp-se off site, ;�,•.yrl•��a. rS�esC. GUARANTEE AND REt'IALLNENi: All plant rt-rteriol s4eli be gueiontreJ fr�xn ilnol Inoryar,(c 5•4.3 with micro•ra,trient• arx, 50% slew re.ensing nitreyen. t� acceptance for one full growing toason or one year, whichever is IV,ger' t:LFJ1N L1P. At c r t e > 'r'r•%•� - ro SNRUE3 PLAN•T'IN� DETAIL During this period an lent materiel that is not in good co d'tion a'rd PLANTING: Place the plant on a layer of carpacted planting mix at the center omp;etlon of work all extra material, su;pt les, cquip,ent, !-Ix� fcc Lv S pe Y P etc„ shall be re,,oved frown the site. All walks, vin or other surfecea 1 .�� __ ___-_-- - ---- p oducing new growth (except trot material dem•ged by severe weather of the planting hole, Plant tr,r5 A•`d shrubs uprlght arld face far best hall tae swept clean, with areas shntl have debris r(eoved anj an soft f . �_40r 10 SCG:.$ conditions, due to Ownerls negligence, or lost due to vo•dali5n•,) slimy be •,;y,earonce. Remove containers ur ties a'x7 burlap front, the top of SRD fonts, p y U'T' zy2 Check roots and cut clean an (rc j or broken roots. stagger plants s. cared from surface. All areas of the project shot( be clean, orderly and replaced try the Contractor, y gg P :n,plete, rnws. Stickful planting hole wit soft mix while working coch laver to r' a'w. ' ^'•/�,' Yy�La-'T TOP'OIL AND FINAL GUbESI Larwclscaps Contractor is to su;.ply R;J Otice 12” of eliminate voids, topsoil in planting beds and 6" in low,1 areas If iopsoil on vlte is not conducive to proier plant growth, unless otherwise motif led by the General _ uAn,,_ . When Approximately 2/3 lull, water thoroughly, thea allow water to soak away, "1 t'� L '✓GK '1'eEGT�•..S Cont-acro•. I ,l)��F` �,� ti r;�(yirtJhjl7lJNE /r n,a Fta_e rarafning bn:kfl(l and dish surface around pta',t to hold water, Final r t !t•j'' tG ill.'<i"i /Fs \� 1 / ra e should ken Lards-r.ping shall include finished grades ant!evr ri' .t cr ps.,tl to g p root brill alightly stoove surrrwndina grade, not to exceed - \ q* 1Yy"�L}tf 1 inch. 4ater ar I meet planting rcqu(rementm. Gr,Jas n d slopes siall it ot, i dicnted by the ,:ln until non more water is ehsm bed, Initial vnter,ng by - Irrigation s t .• a 5 drawings, Planting bed grades shell be app{ oximote'y 3 1/2 inches below g yetem Is not allowed, ...• ^"•'� Adjacent walks, paying, finished grodeiinea, etc„ to allow for bark , - ' y to -- application. Finish gradin shad remove all depressions or lou areas to STAKING OF TREES: Stake or guy all trees, Stakes shall be 2" x 2" -crit D. r, s*aKEe PP $ unlit tree staliev with point. Tt-ey F .r Ai -� , ? provide rxsitive drainage throughout the Brea, ilnlehad sal lawn grade shell sturdy, stained earth-tone oaten, tree tiesishallobe "GroqStrairt" Treeclear Ties F r{'E t,. 4 UI.CN 2 Ir)'1 N. G r p..,y6.•r rc•zet grade at adjacent walks, paving, ate. l G I { -'.,.. c+,-G t* ::i"sr t- �'j r ..__ ._ pr.O? ,. ' i and err e wires a nl be a minimum 2 stra'd twisted 17 ge, 1 ^��1s'i! Gf ,. 17f � • -.r'OJJ /�' rpp or a{r,�roved r Guy r $halt :IGiC !'+s•d.l /6 r 4� r.'MOTiC b' 415CVE preparation, g y w rt,, a 2 t t - HERBICIDES: Friar tc soilAll areas s''crin any ury:rsirable weed P y p,'den hose section. x?401NC'rCs GRL•DE or groso growth shnll be treated with Pour,!-up in strict eccorda•Ke with the f3'-C!,r'•yr� rB' -_t,'4 - I;Rttrwp COVER PLANTINGS. Excavate plant holes to 2 1/2 tlnn's r47t spread and 1 sv r. r u ,`O wj b yon"rim ore ranufacturer'a instructions. A.,d coil mix ,round tach plant. Stappet rows, 1'EN TpFlr STAKING OF. MLN.' �KNE" �7E Ir'OIL pAI.pARArldr: Mork all arena by rototilling to a mi;rinun depth of 8 Inches Rr•yve all stones (over 1" site), sticks, mortar, large cl,rps of PRA CHING OF PUUITING$3 Mulch planting areas with approved aedlum grind bark EVf - --- PL..',' •., 3aIL Gv0 vegetation, roots, debris, or ettreneeus matter tuned up in working. Soft mulch too depth o} 2 Irxhra In ; nvd cover arena ant Y (,rhes In plantings. I '2" MIN. � ' ' 3J N:R /t:r.? /'_. :"Fi shall x of a homopenernn line texture. level, smooth rind lightly crwrpoct _d„_ LAWN AR[AS - SEED p_y W"N _ �' EX area to pl.,s or minus .10 of required grades. N0T1fICAIION: The Contractor shall notify the Londscepe Architect 48 hours FINE SEEDED AREAS: After areas have been ;:repnred as described under *oil to advance of In.tellotfon of the plants• Final location shall Ix nptrovad prcparati m, float or drag lawn arena to required g'•ades, e•,d insure a b the nce oft Architect, smooth, firm end movable (nwn orae, Apply conno;clal fertilizer (65.15.15.5) --••- -- --- --.- - .-w� ` /� Y Pa wfth rrlcro-nutr!ents u d 5D% slow releasing nitro7r at 20 lbs. r 1,(100 11, 1 D,. F—CIDUQUS PIANTLNG IId,Et Lay out alt plant (ocetlona and exravate nil Roils from sift., time at SD lbs, per 1,000 sq.ft,, AnwAtoanitrate (73.5.0 0) at 10 - , , . s c_f . , �,;• z,v; �' _ T C ,.! Pt:-TAIL �_ �•A planting holes to 2 1/2 drat the root ball or root sy+tem width. Loosen lbs. per 1,000 sq.ft., and rake or work into molt surface. Establish en I' `” " k,x,13 • 1%,,, L REG PLAN t ING Int-. L AIL soil inside bottan of plant hnio. Dispose of any "s�''olt" or debris from r•vrn, tine taetured seed bed nreting grades, surfaces n'.i texture. Sow seed 'I 94095 t excovetion. Check drainage of planting hole w'th anter, end adjust any mien with a mechanical spreader at a uniform ^ate of 5 lux, pot 1,on0 sq.ft. Rake '` •O' TQ ,c Al_E showing drainage problems. lightly to prov do rover, 0{� Z:11 C3E/ftE17 DM►. 73(1 �. � _ �l�•?4 �T t>w•axra /�'►S :JUBIVI�� I��D_ IM'QR i~'t�. �iYIIT._._. .___.,V��_ i� _ .... __._. .._.•..... �-._...,,�.� �r AUG 3 11994 MICROFILMED 11111 y 111 11111 I Ir 1111 1 1111 1 I1I1111 I III Ili II I I I1*-I (UMI I MADE I � GNiN ( � IN I I I � � I r.�r