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Plan, Tentative APPLICANT 4/23/2014 (2)
Lai m Ld 0 W 0- w. U) LAJ r W rz W _j m W (0 V_ OD 4- 0 9 I- 0 COQ a. 00Gl > OD (1) < C'4 C-4 "C'4 0 C'4 Nm LAJ tii L13 :2 :2 m :2 < <F=F=Z z Li > 0 LLJ < _j V) J) a. 0 Y JDESIGNED MAA DRAWN MAA CHECKED DP A F: ![[#I il I [Ili 11 1 AW "Ketly F St -4;5 8 _ESt H T ORIC Est- A DISTRICT 13'st X W C'st .............. _W a st -,B St 8-st C ad fi, I d, 0 Ck. in- m a, st v, Branch '1' S, Dari !-Alarlt 26 S C st V� NOT TO SCALE 1 LAI 110 1z A I AM 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 p. 503.597.32221 f. 503.597.7655 ...................................................... Civil I Structural I Planning I Survey oaceenqrs.com 1144 11 dM, WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OREGON 97477 PHONE: 541.746.8451 FAX: 541.746.0230 SPRMGFU" UTMW I _0 ilk SHEET INDEX SHEET GENERAL SHEETS- TITLE SHEET & VICINITY MAP FLOOR PLAN BUILDING ELEVATIONS CIVIL SHEETS- EXISTING CONDITIONS SITE & GRADING PLAN EROSION CONTROL PLAN WATER PLAN DATE 4/4/2014 SCALE: BAR IS ONE INCH ON ORIGINAL DRAWING 0 i° I Ir G1 IR C1 C2 C3 C4 PROJECT TEAM 06m- MENEM ARCHITECI&IMIL45TRUCIURAL PACE ENGINEERS, INC. 5000 MEADOWS ROAD, SUITE 345 LAKE OSWEGO, OREGON 97035 PHONE: 503.597.3222 FAX: 503.597.765 CONTACT: LEI (LARRY) LIU, PE SE DAVE POULSON, PE PJ30CESS ENGINEER SPRINGFIELD U11UTY BOARD 250 "A" STREET SPRINGFIELD, OREGON 97477 PHONE: 541.746.8451 FAX: 541.746.0230 CONTACT: BART MeKEE, PE APR 2 3 2014 TITLE SHEET & VICINITY MAP JOB NUMBER 14816 DWG NAME.- G1 SHEET G1 —OF —1 Ow r r • to w CO 0 w 0 W a InwN w W r- Q i OD 1r r V) U 9 r- ca � cL a � M 0- /16 W N it? tf}p d i! < N N'< 1 N hlw Z ~I-.Z W .3¢I— Ir �cn w. U) a. = 1 i t i i 1 C4 DESIGNED CHECKED 6 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 3 _ - _ - _ _ _____ _ ___. _ _ _ _ _ _ ____ _ _ _ _ _ _ - _ _ _ _ _ ____ _ - v LOUVER /DAMPER SCHEDULE NO. TYPE SIZE MIN. FREE AREA (SQ. FT) FLOW RATE (CFM) MAX VELOCITY (FPM) SL-- -1 INTAKE /ACOUSTIC 32"H x 24 "W 1.1 750 700 EL--1 EXHAUST /ACOUSTIC 32 "H x 24 "W 1.1 750 700 SD--1 INTAKE /SPRING OPERATED 32 "H x 24 "W - - -- - --- - - -- EXHAUST FAN SCHEDULE NO. TYPE CAPACITY POWER VOLTS /PHASES CONTROL MAX SONNES EF--1 WALL 750 CFM @ 0.15" SP 1/4 HP 120V/ 1 PH THERMOSTAT 12 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 p. 503.597.3222 I f. 503.597.7655 ....................... ............................... Civil I Structural I Planning I Survey &I 1403 SPRINGFIELD UTHATY DOOR SCHEDULE I FINISH COLOR DOOR OPENING !w■ w! w WILLAMETTE GRAYSTONE, SMOOTH & SPLIT FACE CMU w y w COCOA BLOCK, PER ELEVATIONS DOOR 1 COATING SYSTEM 101 DARK GREEN FIRE DEPT KEY ACCESS BOX DOOR 2 FACTORY FINISH �1 OVERHEAD MATERIAL FINISH SCHEDULE ITEM FINISH COLOR REMARKS ALL EXTERIOR WALLS CMU, COATING SYSTEM 305 WILLAMETTE GRAYSTONE, SMOOTH & SPLIT FACE CMU COCOA BLOCK, PER ELEVATIONS DOOR 1 COATING SYSTEM 101 DARK GREEN CUSTOM MATCH PER OWNER DOOR 2 FACTORY FINISH DARK GREEN POWDER GUARD, ZINC FINISH 4 YEAR WARRANTY (TIGER DRYLAC POWDER COATING RAL 6028 INTERIOR INTERIOR WALLS NONE SEE EXTERIOR WALLS CMU BLOCK, SMOOTH FACE CONCRETE SLAB ON GRADE COATING SYSTEM 301 NATURAL SEE SCHEDULE OF FINISHES IN PROJECT SPECIFICATIONS CEILING COATING SYSTEM 211 WHITE COAT AFTER ALL DECK SCREWS INSTALLED DI PIPE COATING SYSTEM 101 SAFETY BLUE SEE SCHEDULE OF FINISHES IN PROJECT SPECIFICATIONS 1 2010 OSSC, OM SC, OFC & OEESC I 2011 OPSC & OESC Type of Construction Type IIB — CMU, Metal Rafters Maximum Building Height 19 feet, 0 inches Maximum Allowable Height 55 feet Number of Stories 1 story Allowable Number of Stories 2 stories Basement 20 I Total Floor Area Provided 1 566 square feet I Building Occupancy Classification Group(s) I U I Actual Building Area 1635 square feet ' Allowable Base Area (OSSC Table 503) 8,500 square feet (Type IIB, Group U) t DATE 4/4/2014 SCALE: BAR IS ONE INCH ON ORIGINAL DRAWING 0 1° FLOOR PLAN P RE-SUM OVAL RECD APR 2 7 2014 JOB w w w UWili SHEET Al OF 2 Z Q Q W J W 0 Z t3 _J m to V- 00 .4* r f2 U) W W V) r a Q r Z W 2 W > 0 w CL m W U) Z t.� Z W rz W Q J J t: to V— OD 'd r V- 0- r (1) U G1 t— U 5 Q- �Nt Nrt'-© > tom? N�z <L Q V - 4—En ONNQ t� N of IAJ W W m m m Q Z (Ppz W >C)W JQ -ju) Li V) O- Z) M Do Vt CL 11-11 0 0 a I-- 0:2 UJ 0 0 C-4(3 > 0) W < x C,4 C-4< "C14 Uj 0 C,4 C-4w 0 < 10-M a- 6i DESIGNED DCP WWW2 A <:2: M = < F2=Fz-j DRAWN AAR z G: - A M-mu- W OWLU CHECKED DCP -J<-Ju)x SYM REVISION G: (6 a- =) x Cc I k"i S89 °23'54 "W �17-30 -- MOM 11141- 0000 mom " W 6 STL )x Q� C"41 :zN, 61 -7� 7== P 11.1 L17 -5,9 C� 4io 7=E EXISTING PUMP \ �� { \ 1 1 1 �\ Mpg TO REMAIN \ L0 Q0 U0 (5D, ILD 0 0 0 L\ 0 "P 0 HAIN N ���� j ! ! ! °�i 1 ! ! I ! ! ! �'� \ \ 1;� \ LINK FqNCE 0 GAT E x T1 1 cfl` d �i rr /r�rr /rrrr!r '- i\ .. , 1� !, ° ' T / ---- kP� 7' CHAIN LINK FENCE 0 0 — 'ro 0,\ 0\— 0 x 7'CHAIN V LIN FEW S, -11P 6, -A 0 /C) 10 A A16 % RA IO 4Z 10 Q0 0 AN ENNA _TJ 0 0 0 A =90*00'00" L=31.42' R=20.00' CH=S49*23'43 "E W 28.28 DATE I BY 1APPD1 An Engineering Services Company 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 p. 503.597.3222 1 f. 503.597.7655 ...................................................... Civil I Structural I Planning I Survey 10 0 A CL COI- C,71 EXISTING STEEL RESERVOIR , `' 0 x Q ��,\ `� ` - ::.::f` . �i TO REMAIN �� \ .:''.: 1 111 �`� . ` \ \ a I \ \ \ \ \r C TOP OF TANK V �0 NX ELEVATION = 675.1 xx )x CP V 49 tk cl, X MR 'N N x- x At� \ to x C01g. A 4"\ N�n 0 �-k Y�0 1b -7\, x K .... .. 645 0 o x Ab s) x 0 7 AIN ��h o f �� ,) \ < / 1 NrFEN / / % \ \ \ \ 1 1 10/ x 1� /;; \\ \ \ \ ���liil �1 \ rox 0 J \ / -,.mss \l �� >> } Q,� � Ov 0 V V NX —q\N\ 0 \0 A k x 0 1 )X o �,` \ \\ ���/ /� / / > 0 )X, x 0 x /r 0 ro X 0 ! 1� il�jl!!I! i iV �, i 'A EXISTING OPEN AIR 11 RESERVOIR TO BE (51 C) x REMOVED X� ON, XF RETAINING C,3 Z o WALL 0 /�/ v` 6 � 1 1 -/' /rte- ..- -- --� -- — -� ,-/ � i i / / / 1 / } i \ \; A doom n f x wap A man 7/7 0 N 0 0 0 0 -7- C) f — I--, ro x 0 Q0 /`(6 GAV I--, 'j -.1 L0 Lto < SPRINGFIELD UTILITY WXY, il DATE 4/4/2014 SCALE: BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" 0 • 40 80 HORIZ. I I Scale In Feet Call before you Digs (OR 811) UNI)IMMOUND SERVICE (USA) EWTM CONXT"48 %MBMINALRECD A P R 2 3 2 0,14 12/31/2014 JOBNUMBER 14816 SHEET C1 • 4 LEGEND PROPERTY LINE TELEPHONE RISER —o —o— FENCE ow WATER METER CONTOUR LINE [H=201 WATER VAULT TOE OF SLOPE WATER VALVE 0 TOP OF BANK W— WATER LINE Ak- SIGN z GRAVEL 0 BOLLARD 0 o BUILDING z DECIDUOUS TREE 0 OHW— OVERHEAD WIRES Q 0 ST-- STORMWATER SEWER z 11-- BOTTOM OF SWALE EVERGREEN TREE in x LIGHT POLE to SPOT ELEVATION V- 00 -W- POWER POLE x GUY WIRE (9 TEST PIT r C-) Z q- SITE INFORMATION: (n FEMA FLOOD MAP 41039CI142 F P - (ZONE X OUTSIDE 500• YEAR FLOODPLAIN) r r M Do Vt CL 11-11 0 0 a I-- 0:2 UJ 0 0 C-4(3 > 0) W < x C,4 C-4< "C14 Uj 0 C,4 C-4w 0 < 10-M a- 6i DESIGNED DCP WWW2 A <:2: M = < F2=Fz-j DRAWN AAR z G: - A M-mu- W OWLU CHECKED DCP -J<-Ju)x SYM REVISION G: (6 a- =) x Cc I k"i S89 °23'54 "W �17-30 -- MOM 11141- 0000 mom " W 6 STL )x Q� C"41 :zN, 61 -7� 7== P 11.1 L17 -5,9 C� 4io 7=E EXISTING PUMP \ �� { \ 1 1 1 �\ Mpg TO REMAIN \ L0 Q0 U0 (5D, ILD 0 0 0 L\ 0 "P 0 HAIN N ���� j ! ! ! °�i 1 ! ! I ! ! ! �'� \ \ 1;� \ LINK FqNCE 0 GAT E x T1 1 cfl` d �i rr /r�rr /rrrr!r '- i\ .. , 1� !, ° ' T / ---- kP� 7' CHAIN LINK FENCE 0 0 — 'ro 0,\ 0\— 0 x 7'CHAIN V LIN FEW S, -11P 6, -A 0 /C) 10 A A16 % RA IO 4Z 10 Q0 0 AN ENNA _TJ 0 0 0 A =90*00'00" L=31.42' R=20.00' CH=S49*23'43 "E W 28.28 DATE I BY 1APPD1 An Engineering Services Company 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 p. 503.597.3222 1 f. 503.597.7655 ...................................................... Civil I Structural I Planning I Survey 10 0 A CL COI- C,71 EXISTING STEEL RESERVOIR , `' 0 x Q ��,\ `� ` - ::.::f` . �i TO REMAIN �� \ .:''.: 1 111 �`� . ` \ \ a I \ \ \ \ \r C TOP OF TANK V �0 NX ELEVATION = 675.1 xx )x CP V 49 tk cl, X MR 'N N x- x At� \ to x C01g. A 4"\ N�n 0 �-k Y�0 1b -7\, x K .... .. 645 0 o x Ab s) x 0 7 AIN ��h o f �� ,) \ < / 1 NrFEN / / % \ \ \ \ 1 1 10/ x 1� /;; \\ \ \ \ ���liil �1 \ rox 0 J \ / -,.mss \l �� >> } Q,� � Ov 0 V V NX —q\N\ 0 \0 A k x 0 1 )X o �,` \ \\ ���/ /� / / > 0 )X, x 0 x /r 0 ro X 0 ! 1� il�jl!!I! i iV �, i 'A EXISTING OPEN AIR 11 RESERVOIR TO BE (51 C) x REMOVED X� ON, XF RETAINING C,3 Z o WALL 0 /�/ v` 6 � 1 1 -/' /rte- ..- -- --� -- — -� ,-/ � i i / / / 1 / } i \ \; A doom n f x wap A man 7/7 0 N 0 0 0 0 -7- C) f — I--, ro x 0 Q0 /`(6 GAV I--, 'j -.1 L0 Lto < SPRINGFIELD UTILITY WXY, il DATE 4/4/2014 SCALE: BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" 0 • 40 80 HORIZ. I I Scale In Feet Call before you Digs (OR 811) UNI)IMMOUND SERVICE (USA) EWTM CONXT"48 %MBMINALRECD A P R 2 3 2 0,14 12/31/2014 JOBNUMBER 14816 SHEET C1 • 4 w _ w w w m cn I- T_ o w s w W m (n oo 4- r i V) 0 b 9 I- U:2 LLJ <t �n0- N w - -NZ > 00 in ONNQ N iwwL*Lig :2:2:d Z ~HZ JQQY) LAj tiwiL.D X CONSTRUCTION NOTES: 1. INSTALL 12" MIN. OF 3/4" -0" CRUSHED GRAVEL TO GRADE. COMPACTED TO A MINIMUM OF 90% AASHTO T -99. 2. REMOVE EXISTING CHAIN LINK FENCE. SALVAGE AND REUSE EXISTING CHAIN LINK FABRIC ON NEW FENCE IF UNDAMAGED. 3. REMOVE EXISTING CHAIN LINK GATE. SALVAGE AND RELOCATE. 4, INSTALL NEW CHAIN -LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP OF FENCE. MATCH EXISTING FENCE. 5. INSTALL 20' WIDE DOUBLE SWING GATE. 6. INSTALL NEW CATCH BASIN. RIM = 7. INSTALL NEW 12" STORM PIPE. 8. CONSTRUCT NEW 20' WIDE GRAVEL ROAD WITH 2' WIDE SHOULDERS ON EACH SIDE. 9. PROTECT UTILITIES. 10. LIMITS OF CONSTRUCTION. 11. REMOVE EXISTING GATE. 12. INSTALL NEW 3' WIDE GATE. LEGEND:, STRAW MULCH PROPOSED GRAVEL DEXISTING GRAVEL u- *s —�-�� �--- -- LIMITS OF COSTRUCTION -� EDGE OF EXISTING GRAVEL -® -960- - - EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR _ PROPOSED INTERMEDIATE CONTOUR EROSION CONTROL FENCING Li Li ___ , _�__ EXISTING CHAIN LINK FENCE ----0 o PROPOSED CHAIN LINK FENCING PROPOSED WATER VALVE O PROPOSED WATER VALVE COVER ' f; PRO EXISTING WATER METER { TIE INTO EXISTING~ f.Fir, 4 pq EXISTING WATER VALVE CHAINLINK FENCE FG FINISH GRADE CONC TOP OF CONCRETE GRADE DEMO SYMBOL SITE INFORMATION: PROJECT SITE AREA DISTURBED AREA ESTIMATED CUT VOLUME ESTIMATED FILL VOLUME NET .a *r* # . . . -- 320,787.42 SQUARE FEET (7.36 ACRES) 180,540 SQUARE FEET (4.14 ACRES) 16,737 CUBIC YARDS 9,409 CUBIC YARDS 7,328 CUBIC YARDS 635 SQUARE FEET 187 SQUARE FEET 220 SQUARE FEET 8,623 SQUARE FEET 37,012 SQUARE FEET 47,219 SQUARE FEET 11E INTO EXISTING` " CHAINLINK FENCE 4 lj� TIE INTO EXI CHAINLINK F A =90 °00'00" L= 31.42' R= 20.00' CH =S49 °23'43 28.28' 10' -0" SWALE 24' -0" 2' SHOULDER 2' SHOULDER 2% V12" MIN. OF 3/4" CRUSHED 6" GRAVEL COMPACTED TO 95% MODIFIED PROCTOR TYPICAL ROAD SECTION SCALE: 1"=5' C I before i Dig 1-800-332-2344 (OR 811) UNDERGROUND SERVICE i 20 40 80 Scale In Feet 12/31/2014 W W r z W :2 W 0 x a- m W I— V) I Lai Ld m :D V) F. LLj 5< 0 tram .. 00 z ¢V_` -(/) 0 C)< C.4 C.4 0 cq C-41X 11i L.0 .. .0 ..LLJ 1Aj :m :2:2m¢ <F=r-=z z 1AJ > 0 Ld LLJ :-J < I (/) LL_ (/) CL =) LEGEND: STRAW MULCH PROPOSED GRAVEL OEXISTING GRAVEL I CNI tom.l C) It S 42mmommmom cam mmm PROPERTY LINE P LIMITS OF COSTRUC71ON EDGE OF EXISTING GRAVEL =` 960 EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR tK PROPOSED INDEX CONTOUR PROPOSED INTERMEDIATE CONTOUR Li EROSION CONTROL FENCING EXISTING CHAIN LINK FENCE 0" —0 0— PROPOSED CHAIN LINK FENCING PROPOSED WATER VALVE PROPOSED WATER VALVE COVER P-mi EXISTING WATER METER EXISTING WATER VALVE FG FINISH GRADE CONC TOP OF CONCRETE GRADE DEMO SYMBOL !DESIGNED DCP "Ak ®� 'DRAWN AAR Ak ICHECKED DCP �� P m 6-1 r*7 A =90*00`00" L=31.42' R=20.00' CH=S49*23'43 28.28' 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 p. 503.597.3222 1 f. 503.597.7655 ...................................................... Civil I Structural I Planning I Survey paceengrs.com SPRINGFIELD UTILITY Cal before yo D49 11 1-800-332-2344 (OR 811) UNDERGROUND SERVICE (USA) f 0 20 40 80 HORIZ. I Scale In Feet 12/31/2014 JOB NUMBER U816 DWG NAME: CI.DWG SHEET &_%, __1 of 4- 0 s v z FL w w to V_ 00 W F-- w w a v F-- z w 2 w 0 a- w 0 V. F-- 0 w w F-- F- w J t m U) m V_ 00 4- V_ CL m U 0 F -- 0 6 w) Q 5- 7 00 to NNN0 Of .. > 0) v-< < v Y � ©C -VN'4 ONNx Ld w ui w 2 :2:2:mQ ZF=�z JQ _j� 9:0tL:3 STA 0 +90f FURNISH & INSTALL 1--24" 45° BEND (MJxMJ) 1-- THRUST BLOCK S89 °23'54 "W 317.30 3 -Ox CONSTRUCTION NOTES: 1. CONNECT TO EXISTING 16" DI WATER LINE. 2. REMOVE EXISTING 16" ABANDONED WATER LINE. 3. INSTALL 12" DUCTILE IRON WATER LINE. 4. INSTALL 24" DI WATER LINE. 5. FOR DIMENSIONS, LOCATIONS AND MATERIALS OF PIPE CONNECTING TO PUMP STATION SEE MECHANICAL PLANS. 6. CONNECT TO 24" BUTTERFLY VALVE ON EACH SIDE OF 24 "x16" CROSS (INSTALLED BY SUB). 7. REMOVE EXISTING WATER VAULT. 8. INSTALL TEMPORARY 4" WATER LINE. 9. CONNECT TO EXISTING 12" BUTTERFLY VALVE (INSTALLED BY SUB). 10. REMOVE EXISTING 6" AC WATER LINE PER SPECIFICATIONS. 11. CONNECT 4" TEMPORARY WATER LINE TO 4" GATE VALVE (INSTALLED BY SUB). 0 20 40 80 HORIZ. Scale In Feet Call before you Digs • (0 i 811) UNDERGROUND SERVICE (USA) wa�rea �nra PRE u��ui�na;; RECD (�7 12/31/2014 JOB NUMBER • i DWG NAMER14816 WATER PLAN.DW® SHEET C4 OF 4 � l y. n, ,A 1 , (3) INCENSE CEDAR J .•... .......... .. . .......... ...... h' •� = cs? y. •� A _j ... . �G _• (1) BIGLEAF MAPLE :' (3) OREGON OAK (6) WESTERN RED CEDAR jqju � f T. 1 ! i l PLANT LIST City. I Botanical Name Common Name Size (50 %) TREES SAT R 1 Acer macrophyllum Bigleaf Maple 2" caliper 3 Caiocedrus decurrens Incense Cedar 5'-6' 3 Pinus ponderosa Ponderosa Pine 5' -6 3 Quercus garryana Oregon Oak 2" caliper 10 Thuja plicata Western Red Cedar 5' -6' Prunella vulgaris var. lanceolata 4 l (4) WESTERN RED CEDAR .. ` y s � h Y d 1 Disturbed Ground/ Late Seeding Mix + Grasses (4 -6 PLS Ib /ac) Grass °lo (50 %) Elymus glaucus 2.5 Elymus trachycaulus 2.5 Festuca roemeri 15 Koeleria macrantha 15 Poa secunda 15 Forbs (50 %) SAT R Achillea millefolium 4 Amsinckia menziesii var. intermedia 1 Artemisia douglasiana 3 Clarkia amoena 1 Collinsia grandiflora 1.5 Collomia grandiflora 1.5 Epilobium densiflorum 1.5 Le Eriophyllum lanatum 4 Gilia capitata 1 Lomatium nudicaule 2 w '°° °a Uaw�MW Lotus purshianus 1 Lupinus rivulans 2 Madia elegans 1 ar =0cot= --, zoaao Q Madia gracilis 1.5 Pte• Plectritis congesta 6 Prunella vulgaris var. lanceolata 4 cnt9°pv�iz�Ci r�aaoa co W>-n.w81W. Ranunculus occidentalis 5 O1 CO Rumex salicifolius 3 Sidalcea malviflora ssp. virgata 3 Ww�20W0, %ZOOUJE cc Solidago elongata 3 (yl tti H 100 TREE TIES Grow Straight or approved PLANT SAUCER Form 3" rim UNDISTURBED OR COMPACTED SUBGRADE 2x diameter Of rooffidl NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. )1401� I I PROPOSED CONIFEROUS TREE e PROPOSED DECIDUOUS TREE - -• -• ALL DISTURBED AREAS LEGEND EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. SOIL PREPARATION WILL BE AS FOLLOWS: MINIMUM 6" IMPORTED OR ON -SITE TOPSOIL.. 7. MINIMIZE SOIL DISTURBANCE OVER ROOTS OF TREES TO REMAIN. 8. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. � i t 1. IRRIGATION SYSTEM TO BE INSTALLED FOR ALL NEW TREES. 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB -PRS SERIES OR APPROVED), WITH LANDSCAPE DRIPLINE (RAINBIRD XFD OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. IMPORTANT: Root crown to be a minimum of 4" above finish grade. - BACKFILL Fill halfway and water thoroughly before backfilling. - TREE PEDESTAL Prepare subsoil to prevent settling LANDSCAPE 1 CALCULATIONS IMPERVIOUS AREA LANDSCAPE AREA TOTAL SITE AREA 1.07 ACRES (15 %) 6.29 ACRES (85 %) 7.36 ACRES (100 %) SETBACK AREA SUBJECT TO SCREENING 7,350 SF TREE TIES --- Grow Straight or approved TREE STAKES Stake 3 sides 2" x 2" x 24" hardwood stakes PLANT SAUCER Form 3" rim UNDISTURBED OR COMPACTED SUBGRADE a Oo GUY WIRE SPACING IMPORTANT: Root crown to be a minimum of 4" above finish grade. SI BACKFILL Fill halfway and water thoroughly before backfilfing. TREE PEDESTAL Prepare subsoil to prevent settling 2X diameter 7r 7r NOTE: of rootball REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONITEROUS TREE PLANTING DETAIL N.T.S. C's) i D Y w c[ w U co 0 M l + LANDSCAPE ARCHITECTS + SCHIRMER, SAT R ;— Le a W w � � �� < w '°° °a Uaw�MW a ow=< <a,W IL r, 0 ar =0cot= --, zoaao Q Pte• "' `G to F- m Q _ 5 - W = 0 X CO CD cnt9°pv�iz�Ci r�aaoa co W>-n.w81W. O1 CO 1.Uomp acng O c� z ui LO W 0) .. Ww�20W0, %ZOOUJE cc (yl tti H 0Mw wow z00% OW CL a� -U- Q ©® Uzi N o w 5Del=&W L >aW� #c VJ W 00 = J�}�Z�� r CD W q.r E 822WZh= cc zm >=; if? wan 1�8Wd t- =t=ii C WMZ�F -"'4 =w =r1,oa vti M CL OvaDlL�Q'StM=-- �S'LO� 4 P/C M. SAT RE E-+ % %OREGON. 04 pR W w z 0 W wow C3) CA Q�CL J w z 0 0 M m .J t/1 tL U • N Scale:1 = 40' - V 20 40 80 Revisions # Date Description W r N � it a. E El: CV C!5 s � s CL � D U O a C's) i D Y w c[ w U co 0 M