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Plans (41) p RETAINING KEYWRECEINtil EST SYSTEMS ` LOCK+LOAD RETAINING WALL DESIGN g� t 2'3b RED ROCK B USINF,SS CENTER PH 3 41 r I'1M KEYWEST Ti I D� ��RD RETAINING SYSTEMS SW 72nd and SW Dartmouth, TIG OR. il � '� � SI�RWOOD,OR. 97140 800.654.6353 OP G.ARD - DRAWN BY: KJA DATE: 09/27/2016 RVJED FOR COMPLIANCE *PP f M l� P<, (Ll — art-21�� k� a a � Address: l Zt t 7 - suite b 4 .4 Br imii 4"- Dates (/)' c l 7 >� ° a 4 ) <1 C Wo OFFICE COPY FH/� ":hi'L^R.4E repo us�6.0 �p 4..iiet;" . �� [ F—+ 4,.., , .tit r14� �� �•� a *. g e� >�Ft�@liY� :F' c..) s- n .../) INDEX O F DRAWINGS o , _ 4 1 COVER SHEETPP 11410 •OF DRAWINGS rsi ' *.� v N.,''..! -......,*4 itplill—)4 +� 2 PROJECT SPECIFICATIONS Q '4,..— r � �. K� �(` eao.�rwy,,, 1. �� Alt.,- ' m. 3 TYPICAL DETAILS ,R - ii Nit FF � 4 q_ . . ` 4 TYPICAL CROSS-SECTIONSof....:n....-k, t � t= SITE r .1: ... ' Utz �. �.. a��® -0 � 5 WALL PROFILES �._ i r ° i',.+ 41,', y , �y.? j 1� f 2650 North 180 East 1111, �irt. 'I l = fy.� C g Lehi,Utah 84043 It �qt. � �. �,�I�•� "$ h"a� Phone:80:57;76;0;3: 3246 0 c �I ^' x . Fax:801336 .. vkl, s These drawings are be furnished for this specific project onl Any ���4GPp 1. :00,-.14wP.,,A'''.1 ! �� I F party accepting this document does soin confidence and agreesqQG8�3�� "it, ..,, , may. `r-" / �� ' '� " ' that it shall not be duplicated in whole or in part, nor disclosed ° °� Jriti z# � lit �` a�i';,�. i ".N10.1_7 yeti '44' c ya7 (7/,SnN Oj��. 7 > to others without the consent of Taylor Geotechnical. ( .F� 5 630-2018 ,, REVISION#1:10/17/2016 e y`t o � ....ii, ,i,,,:7„....„iii Ill , 11 t _ _ .' 1 ..,, p 1 ,-'yN1.I ,, . e ars °asp � , e � ,� +ww ,# .� PROJECT NO.14068-2 Daze use wtjed tc hienee. -e !!! ®mom Delanne.Tepo USnl960. 1. a e P 1 hv«eao.r an =i�asrt Daze z.om,26 1 C• 1 • TECHNICAL SPECIFICATION FOR MECHANICALLY STABILIZED LOCK + LOAD RETAINING WALLS RETAINING PART 1: GENERALVT�� ��71.01 A Professional Engineer, with experience in Geotechnical Engineering and the design and construction of Mechanically Stabilized Earth wallsn 1,Y YY EST shall provide field observation during construction. This includes the review of the bearing stratum by the Geotechnical Engineer, verification of the specified soil compaction in the reinforcing zone, and the review and verification that the geogrids were installed per plan. TheSYSTEMSGeotechnical Engineer shall evaluate all pertinent soll parameters during construction. COUNTERFORT 1.02 The use of these plans shall be approved, In writing, by The Project Engineer prior to construction. 1.03 The construction of LOCK+LOAD retaining walls shall be performed by either a Contractor that has been approved as knowledgeable and experience in the construction of MSE retaining walls using LOCK+LOAD or a Representative of LOCK+LOAD shall be present at the beginning of ,-�._ �.__- construction until it has been determined by them that the contractor is capable of constructing this type of wall system. �. �, �,Hgh The design rf on's + licati MeNo. FWHA Stabilized 5 "h sgni and Walls u based M the U.S. D tartmedt a hransportation nederal .,�,�,�,�I111.11 TTmIJ�Highway Administration's publication No. FWHA-NHI-10-025 "Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil , �, �,� T ��//��11�E 1_ s.05eT• '� �S', RETAIMNGSYSTEMS cou The work OCscr+ Ld and shown i Modul the supply and ieo- ridon a ret t pes soil ret inforing walls. The cork inte wdlle pbuel and �, ,�,���,counterfort a LOCK + LOAD Retaining Module. Counterfort and Geo-Grid are the types of soil reinforcement. The work includes but is not �, .�, P.O.BOX 1049 limited to: SHERWOOD,OR, 97140 a. Excavation to the lines and grades shown on the drawing; (or as required by the Engineer of record for the wall .,# •#41, 800,654.6353 construction, to obtain adequate bearing capacities) excavation to be coordinated with the General Contractor. ��,�,� �b. Supply and installation of geo-grid reinforcement; c. Supply and Installation of drainage fill and piping; filliliN �,�,�./ U DRAWN BY: KJA d. Supply and installation of segmental LOCK + LOAD Modules �4'�' OF PANEL CK DATE: 09/27/2016 e. Supply and installation of reinforced soil fill. �. f. Removal of all deleterious materials to the satisfaction of the Geotechnical Engineer. �`� 1.06 The walls will be installed in existing, natural, undisturbed soil and on a Y4"" rock base. PANELS DO NOT STACK! 1.07 The Contractor shall confirm the locations and conditions of all man-made elements which may be affected or damaged by the work. Elements which may be affected or damaged by the work must be reported to the Engineer prior to beginning any work. The Engineer may modify the design or approve of changes to installation techniques proposed by the Contractor to preclude damage or conflict with existing 1. EACH PANEL SITS ON COMPACTED BACKFILL A elements. LEVEL WITH THE TOP OF THE PREVIOUS PANEL. w 1.08 The Contractor shall verify all dimensions and report discrepancies to the Engineer. 1.09 A Global Slope Stability analysis has been completed for the new walls. However, construction activities may create isolated short term - J stability issues. Contractor is responsible for excavation stability during construction to insure that the existing slopes are not compromised. 2. MINIMUM COMPACTION LEVEL WITHIN COUNTERFORT ZONE: r�'�/1 PART 2: MATERIALS A. MINIMUM OF 95%STANDARD PROCTOR ASTM 698 OR MINIMUM OF 92%MODIFIED PROCTOR ASTM 1557. 2.01 Concrete panels and counterforts are locked together to form a "Retaining Module". The retaining walls have been designed on the basis c l of LOCK+LOAD retaining wall "modules". Modules are to be purchased from a licensed LOCK+LOAD manufacturer. The LOCK+LOAD trademark 3. TEST COMPACTION 12"BEHIND WALL PANEL AND THEN OTHER v on each pallet identifies LOCK+LOAD products. RANDOM SECTIONS AS DETERMINED BY ENGINEER INSPECTING r/1 Information on the purchase of LOCK+LOAD and a complete list of components can be obtained through: THE WALL CONSTRUCTION. VV 1 Pacific LOCK+LOAD Retaining Walls Ltd. "s/ Tel. (866) 682-2868 Website www.pacificlocknload.com NOTE: LOCK+LOAD DOES NOT HAVE A LIGHT COMPACTION ZONE. 1.-..-12.02 Geogrid-The retaining walls have been designed to be erected as shown on the Plans using Synteen SF55 Geogrid. Other geogrid materials ALL BACK FILL INCLUDING AREA ADJACENT TO PANEL TO MEET OR �-�O may be considered suitable provided that they meet the specification and requirements of the design and are approved in advance by the EXCEED MINIMUM REQUIREMENTS. Taylor Geotechnical. 2.03 Modular Fill-The connection fill immediately behind the LOCK+LOAD panel and surrounding the counterfort shall be "well graded" 100% T��'! crushed select free draining material. V 1 2.04 Drainage Fill-Drainage Fill placed around and above the perforated drainage pipe shall be granular aggregate composed of inert, clean, v 1 tough, durable particles of crushed rock capable of with standing the deleterious effects of exposure to water, freeze-thaw, handling, ASSEMBLY DETAIL �� spreading and compacting. The aggregate particles shall be uniform in quality and free from an excess of flat or elongated pieces. The drainage fill shall consist of round or angular rock between Y inch and 1 inch. N.T.S M i--1 2.05 Reinforced Backfill. As shown on the Plans or as approved by the Taylor Geotechnical, for the wall construction. f ' ,E PART 3: EXECUTION - 3.01 The Contractor shall excavate to the lines and grades shown on the construction drawings. An Engineer of Record for the wall construction shall inspect the excavation and approve the foundation prior to the placement of the leveling pad or retaining modules. ' \ - 3.02 Over-excavation of deleterious soil or rock as recommended by the Engineer of record for the wall construction shall be replaced with V Reinforced and Retained Backfill meeting the specifications of Section 2.04 above, and compacted to a minimum of 95% of ASTM 1557 (Modified Proctor Density) within 2% of the optimum moisture content of the soil. Compaction is in accordance with proejct specifications for O the support of building foundations. Reinforced backfill not supporting buildings or concrete flatwork may be compacted to 92 percent of the modified first 3.03 The firstt course of concrete LOCK+LOAD Modules shall be placed on the level compacted foundation and the alignment and level checked. P4 3.04 Modules shall be placed with the top of the panel level and parallel to the wall face. The counterfort base installs horizontal and perpendicular to the face of the retaining wall. 3.05 Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. 3.06 Geogrid reinforcement shall be placed at the elevations and to the extent shown on the Plans beginning at the back of the LOCK+LOAD panels and at the top of the counterfort. The geogrid soil reinforcement shall be placed so that a minimum of 3- inches remains vertical rT, and in contact with the panel back after backfill is placed and compacted. 3.07 The geogrid shall be laid horizontally in the direction perpendicular to the face of the retaining wall and parallel to the alignment of the "Modules". The geogrid shall be pulled taut, free of wrinkles and anchored prior to backfill placement on the geogrid. 3.08 The geogrid reinforcements shall be continuous throughout their embedment lengths. Spliced connections between shorter pieces of geogrid are not permitted. 3.09 The drainage pipe discharge points shall be free and clear to allow drainage from the pipes. �,�� 3.10 Reinforced and Retained backfill shall be placed, spread and compacted in such a manner to minimize the development of slack in the �,f .ik xi geogrid. il1 �T_, Y 3.11 Connection, Reinforced, and Retained backfill shall be placed and compacted in lifts averaging not less than 8 or more than 12 inches resulting in a minimum of two lifts for each row of modules. When compacting the connection fill; First-compact over tail of the counterfort then towards the panel back and finally away from the retaining wall structure toward the end of the geogrid. 2650 North 180 East 3.12 Soil parameters were provided obtained from the geotechnical report for the project "SW 72nd and SW Dartmouth Site, Tigard, Oregon, Lehi,Utah 84043 Geotech Solutions Inc., March 25, 2008." Phone:801-766-3246 3.13 Reinforced backfill shall be free of debris and meet the following gradation tested in accordance with ASTM D-422: Fax:801-769-3336 Sieve Size (Percent Passing) 1 inch (100%-75%) E0 PROF Y4 inch (100%-75%) Cir''0 C,IN fe So No. 40 (0%-60%) No. w 200 (0%-15%) r, aas2e-01 Plasticity Index (PI) <6 DDD��� Liauid Limit <30 per ASTM D-4318 � �...,".Ny 4. `rONOS? The maximum aggregate size shall be limited to 1 inch unless field tests have been performed to evaluate potential strength reductions to aP:FrE; the geogrid design due to damage during construction. 1/7E6-30-2018 REVISION 61:10/17/2016 3.14 Tracked construction equipment shall not be operated directly upon the geogird reinforcement. A minimum fill thickness of 6 inches Is 4 required prior to operation of tracked vehicles over the geogrid. Tracked vehicles should not turn while of the geogrid to prevent displacing the fill and geogrid resulting in damage or slack in the geogrid. 3.15 Rubber tired equipment may pass over the geogrid reinforcement at slow speeds less than 5 mph. Sudden braking and sharp turning shall be avoided. - 3.16 At the end of each day of operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from the wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. Upon wall completion the Contractor shall cap the Module Fill with 12 inches (300mm) layer of low permeability fill material and direct all surface drainage away from the wall face and the reinforced soil zone. PROJECT NO.14068-2 PG: 2 • \ NOTE: .) 7, 1)MINIMUM CONCRETE COMPRESSIVE STRENGTH AT RIGHT ANGLE DISTANCE FROM FACING TEXTURE CONNECTING LOOP 28 DAYS IS 5500 PSI I— COUNTERFORT BEARING AREA ON 2)6%AIR ENTRAINMENT BACK OF PANEL TO INSIDE OF LOOP 3)3 LBS STRUCTURAL FIBER PER CUBIC YARD OUTLINE OF °. I RETAINING 4. FRONT VIEW 4)FACING TEXTURE AS SPECIFIED IN CONTRACT CONNECTING LOOP 5)LOOP EMBEDMENT STAYS THE SAME FOR ALL TEXTURES ��� TOLERENCE-0+.2" ,— rx�. MA WEIGHT REDUCTION BLOCKOUTS —i i r�.xe 1 WES 1 H� WEIGHT REDUCTION BLOCK() - , I I CONNECTING LOOP -� , '- . . ° - FACING TEXTURE -CENTER carve of WIRE SYSTEMS LOOP STEEL -I fps — � "LOOP HEIGHT' � RIGHT ANGLE DISTANCE FROM I BACK VIEW ( "�"11 SIDE VIEW � ._�._'(((' I ACK OF ANEL BEARING AREA ONA ,, REAR VIEW I` I• l BACK OF PANEL TO INSIDE OF LOOP rooEow.rje, -• ii'J �'MM.COVER - — - CONNECTING LOOP _ CONNECTING LOOP ,,s—I OUTLINE OF FACING TEXTURE R ., ONNECTING LOOP 16"X16" {�!���°� BACK VIEW �'-���11�� KEYWEST {y�1 — RETAINING SYSTEMS -, SIDE VIEW STEELwan ASTRAASTAWLE55 VIEW CONNECTING CONNECTINGLOOPw sTeeLw�aeasrn°aseo I n P.O.BOX 1049 FACING TEXTURE FRONT VIEW TOP VIEW BOTTOM VIEW LOCATION SHERWOOD,OR. 97140 TOP VIEW 800.654,6353 g NOTE: I)MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS IS DRAWN BY: KJA CONNECTING LOOP 5500PSI ee kr mm m"Pn DATE: 09/27/2016 CONNECTING LOOP 2)6%AIR ENTRAINMENT TOP V I EW BOTTOM VIEW 3)3 LBS STRUCTURAL FIBER PER CUBIC YARD M r" ,T — 1 4)FACING TEXTURE AS SPECIFIED IN THE CONTRACT _ ���-----�����JJJJ 1 I _!�III�iI I 1--1FONNFF„vG1.WP '''''f<' 1 RSW BAR BENDING DETAIL SIDE VIEW �/ RSW ILI ILi — 6 '—` FRONT VIEW TOP VIEW SIDE VIEW NOTE: H FRONT VIEW TOP VIEW SIDE VIEW 1)MATERIAL IS 1/4"DIA.T304 115 KSI STAINLESS STEEL WIRE ASTM A580 L) 2)MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 5500 PSI HALF PANEL CONNECTING LOOP DETAIL 3)6%AIR ENTRAINMENT CONNECTING LOOP-DETAIL NOTE: 4)3 LBS STRUCTURAL FIBER PER CUBIC YARD NOTE: MATERIAL IS 1/4"DIA.1304 115 KSI STAINLESS STEEL WIRE ASTM A580 CA MATERIAL IS 1/4"DIA.T304 STAINLESS STEEL WIRE ASTM ALL DIMENSIONS ARE OUTSIDE TO OUTSIDE INCLUDING RADIUS A580 WELDING IN ACCORDANCE WITH AASHTO/AWS 01.5M/01.5 W Ix ALL DIMENSIONS OUTSIDE TO OUTSIDE INCLUDING RADIUS r4 ALL WELDING IN ACCORDANCE WITH AASHTO/AWS DI.5M/D1.5 Z O V1 _I„...:,TNOTE: V 1)MINIMUM CONCRETE COMPRESSIVE STRENGTH M 5500psi AT 28 DAYS �y'�[~ � I ) I 1 2)6%AIR ENTRAINMENT ` K 4)3 LBS STRUCTURALFIBER PER CUBIC YARD A 4)FACING TEXTURE AS SPECIFIED IN CONTRACT ���Vlll TOP VIEW V r TOP VIEW RIGHT OUTSIDE CORNER O LEFT OUSIDE CORNER ^/ I" a ,�/ CONCRETE STIFFENER FOR 1u, �� 4. _ 1 </ Is-I 90 DEGREE CORNER p °n STANDARD LOOP HEIGHT 4 .. / c ' ° 1, \° " 6.4_' \-4,, / \ - H TOLERENCE-0+2� FIT °.a a • 1< - a�I. I1 -16t OR 400mm .. 4 CONNECTING LOOP s, 25O1A. TOP VIEW a a SIDE VIEW LEFT OUTSIDE CORNER „ < • 4" ° A • 2650 North 180 East '`' 1 1 Lehi,Utah 84043 = RSW 1 TYPICAL ELEVATION Phone:801-766-3246 RS W L^ ' Fax:801-769-3336 L,,J �'" I 1 LOCK+LOAD- 5 FOOT SECTION �.,,G,NEf O°fFs g �G1N TOP VIEW FRONT VIEW SIDE VIEW 8957e i' CORNER REINFORCEMENT DETAILS ,t „.0"ZON NOTE: 9'�TOE 0IS�{y MATERIAL IS 1/4"DIA.1304 STAINLESS STEEL WIRE 115 KS1 ASTM A 580 ALL DIMENSIONS ARE TO OUTSIDE TO OUTSIDE INCLUDING RADIUS I EXPIRES:6-30-2018 WELDING IN ACCORDANCE WITH AASHTO/AWS DI.5M/D1.5 REVISION 41:10/17/2016 ii PROJECT NO.14068-2 PG: 3 P \\ i / RE NnNING i KEYWEST SYSTEMS KEYWEST _ RETAINING SYSTEMS P.O.BOX 1049 SHERWOOD,OR. 97140 800.654,6353 DRAWN BY: KJA 112 r___. 13 1 •r12 2 DATE: 09/27/2016 11 Cr) 3'-6.0" 5 � p� 2 10 ! `I_ U■ I ..;,....,., (t .et4--- a E P4 Ni i 1 f�'^ j 14 2'-6"TYP 1 �c 2'-6Typ 4 I L l cry-.:..a; (H)Varies �� 6 (H)Varies ��; ---a T�/� MN 1 6:,,v.,.. V 1 1 �e a ei� 9 l. ° �w Finsh Grade ""`^''. rT ,2/ Finsh Grade �;�, 7 �` =� 3 Reinforced Fill Zone h-�-9 w cki .-iei 3 Reinforced Fill Zone 7 Vii.F. ` 12"Min. (f, • 8 F. ( cam,. -� ...3'-6". "TI-3'-6.0"--1 p TYPICAL WALL SECTION — FENCE AND PLANTER BOX TYPICAL WALL SECTION — TREES BEHIND WALL p�� - NOTES: NOTES: 1)STANDARD LOCK+LOD UNITS 16"x 32" 8)6"MIN 3/4 MINUS LEVELING PAD 1)STANDARD LOCK+LOD UNITS 16"x 32" 8)6"MIN 3/4 MINUS LEVELING PAD C....) 2)FINISH GRADE AT TOP OF WALL 9)SOIL REINFORCED ZONE 2)FINISH GRADE AT TOP OF WALL 9) CONCRETE ESIDEWALKRC ED ZONE 0 3)4"PERORATED DRAIN PIPE 10)CONCRETE SLAB BELOW PLANTER AND SIDEWALK* 3)4"PERORATED DRAIN PIPE 11))FILTER FABRIC �j 4)18"OF WELL COMPACTED 3/4 CLEAN CRUSH ROCK 11)FILTER FABRIC 4)18"OF WELL COMPACTED 3/4 CLEAN CRUSH ROCK 5)FENCE SLEEVE MN 32"BY 6"-8"DIAMETER 12)FENCE BY OTHERS* 5)FENCE SLEEVE MN 32"BY 6"-8"DIAMETER 12)TREE PLANTING AREA* n 13)PLANTER BOX BY OTHERS* 6)GEOGRIDS AS SHOWN ON PROFILE 13)FOUR 36 INCH ROOT BARRIER PANELS(NDS EP 3650) h- I 6)FINISH RAS SHOWN ON PROFILE 7)FINISH GRADE,BURIED DEPTH VARIES OR EQUIVALENT CONNECTED TO MAKE BOX 7)FINISH GRADE,BURIED DEPTH VARIES 14)SLICE AND WRAP GRID AROUND ROOT BARRIER *SEE SHEET A2.2 SITE DETAILS BY ANDERSON DABROWSKI ARCHITECTS DATED 5-9-16 PROJECT NO.AD15154. *FOR TREE LOCATIONS SEE SHEET LD 3.1 LANDSCAPE PLAN BY ANDERSON DABROWSKI ARCHITECTS DATED 5-9-16 PROJECT NO. La 14,0Jti AD15154. reit: 2650 North 180 East Lehi,Utah 84043 Phone:801-766-3246 Fax:801-769-3336 S0,cO PROFF. 5r 4,k4G1NeF O�jj 8357 [�1 .7. C4_ 7N 5ON O.1° EXP:RES.6-30-2018 REVISION#1:10/17/2016 PROJECT NO.14068-2 PG: 4 RETAINING S KEYWEST SYSTEMS • KEYWEST RETAINING SYSTEMS P.O.BOX 1049 SHERWOOD,OR. 97140 800.654.6353 GRID LENGTH=4 FEET GRID LENGTH=6 FEET GRID LENGTH=8 FEET GRID LENGTH=8 F DRAWN BY: KJA RAISED PLANTER BOX DATE: 09/27/2016 -START RADIUS END RADIUS TW 260.2" Ty 259.46-- RAISED PLANTER BOX TW 258.27 +-' ITW 259.05 - TW 258.4((6- TW 257.41 �� TW 257.04 RAISED PLANTER BOX rn - '�4 ,L N-FTt-r-t"T-r �-1 f' I"I �` ���V�ryl I I 1 � I"I r '-r i-f.-1 �- TW 256.0 I- -I.*.-1-N I I 3 1N I m1� I I i hamITIs-M -4, - - T=h F -F- r•T7 t -I-� � TW zsa.6o�tp- I ,j k<I-r + �.,-* t- } I #-"I1.,..1- 1--1.--4in m7bI ir-"+IT1 - I I I -# - ' I--1 I -T • T1i-*J-.�-,, 1r-J-.7 N-totI-1-I.� -Tt-'' "1-A -1-#-,-I- 1-,- �L - I_ I - i I I I I I I I I II a_H ; F .F,si I I I 0T I--1-f--1-,1-1,-1--,-- ---±�-s' I FG 257.38�"irf -0^r-#0-r-.J .-4- � A”--1----C--i-..c 'Y F = ds l.*-F iI I #-# hiTI=-.I I I -h ats I I 1 #-s t4-1--i 1 I I 1 I ^t-rt--F FG 258.27 FG 255.58 7-Y--..--M-T..J I -t'^i-k-1 I I I I I I I I I I I I I I .1 I I I 1 1-f�ff# I I s1s4 #�I- BW 254.5. PG 254.40 -.w-w-. ..i- m... . , v` ��s• �� �� s � ,x � s .- BW 253.2 ry, _�� -�, . ...•BW 251.9. FG 253.28 / ,c- .FIs �H#- Tr I.--.I-i-1-I - J BW 250.6. FG 251.7,,/ �/ BW 249.3 FG 249.8 == F.�',�- �1[f'- ''''''= "' '..L., •SEE SHEET LD3.I LANDSCAPE PLAN BY ANDERSON PARKING WALL PROFILE PH-3 OW 248.0• FG 248.58 �`� " Irr1Ik�� BW 2464.L a ARCHITECTS DATED 5- 16 PROJECT NO.ADI5154 BW 246.7. FG246.71 FORDAEMON'S.TA FOR NALL LOCATION AND PLACEMENT OF TREES. SCALE:I"=10'-0" BW 244.1. 1111 b b b b b b I b b itiCA a a w� 4° vh-4 p pq� GRID LENGTH=8 FEET ~1 H 4. r. RAISED PLANTER BOX JOIN TO CIP/CMU \/ TRASH BIN WALL V I TW 254.61TW 252.74 TW 253.04 1 1111171.11.111.-MilI=1r1MaiGiSz== -1 FG 246.71 FG 245.57 FG 245.61 BW 244.1. b b b b I -�yl 11.1J L •'n 2650 North 180 East Lehi,Utah 84043 Phone:801-766-3246 Fax:801-769-3336 6,562 PROp4t cp",.�,.,G INEF O aaeT�- 1 I A- O ON O.Y?-. (EXPIRE$6-30-2018 REVISION#1:10/17/2016 PROJECT NO.14068-2 PG: 5 RED ROCK CENTER w •RECEivEi U CIT RED ROCK CENTER BUILDINGC x OCT 1 2016 12115 SW 70TH AVENUE 0 SW 72ND AVE AT SW DARTMOUTH STREET 0 � T [, TIGARD, OR BUILDING D . O� Q PLANNED DEVELOPMENT REVIEW CASE NUMBER PDR2010-00002 W TYPE II DECISION RED ROCK CENTER SETBACK VARIANCE 2014-00023 PROJECT TEAM SCOPE DESCRIPTION 03 t0 e5 LOCATION PLAN-Tigard, OR o DRAWING INDEX ti OWNER: DF Development,LLC These documents and specifications are for new two-story building of typeVB NTS ARCHITECTURAL DRAWINGS pmen Pei rY 9 A1.0 COVERSHEET 908 Deborah Road conslruohon occupancy type B,fully-sprinklered and associated site work.The OffroeMex Newberg OR 97312 overall project square footage s 21,000 s.f. SITE A1.1 ABBREVIATIONS/SYMBOLS/MOUNTING HEIGHTS 9 ,,..Lt Contact:Doug FryL51.0 LIFE SAFETY PLANS 'jam. 4Nr Tel:503 348.2237 These documents contain work for the Architectural,Structural Civil and 0.1.2 WALL TYPES '4..OF Q Landscape requirements for the construction of the facility. A1.3 SPECIFICATIONS ARCHITECT: Anderson Dabrowski Architects,LLC SW 72nd Ave S SW Dartmouth St A2.0 SITE PLAN 1430 SE 3rd Avenue,Suite 200 Design-build electrical,mechanical plumbing and fire protection/alarm SW Dartmouth St P2.1 PHASE IV A SITE PLAN Portland,OR 97214 documents are to be reviewed by Anderson Dabrowski Architects,LLC prior to ce A2.2 SITE DETAILS Tel:503.239.7377 Fax:503.239.7327 permitting. P2.3 SITE DETAILS Contact:Jon Anderson AIA,NCARB,Principal CIVIL DRAWINGS Email:janderson@ADarchitects.com All permits should be secured prior to the commencement of construction. .. CIVI COVER Contact:Margaret Wilson,AIA,NCARB,Architect D Email:mwilson@ADarchitects.com Submittals for mechanical,electrical,fire protection/alarms plumbing,door C1.1 EXISTING CONDITIONS hardware casework and finishes to be provided for review and approval by the C2.1 SITE PLAN GENERAL Architect prior to order or fabrcaton C3.1 GRADING CONTOURS CONTRACTOR: Emmett Pharr Construction C3.2 GRADING SPOT 16650 Fir Lane 13) C4.1 UTILITY PLAN Lake Oswego,OR 97034 . C5.1 DETAILS 1 ANDERSON Tel:503.572.8606 N C5.2 DETAILS 2 D A B R O W S K I Contact:Scott Emmen = C5.3 DETAILS 3 Email:scoff@emmettphalr.com a. C6.0 EROSION COVER ARCHITECTS SW Elmhur05 St SW Elm C6.1 GRADING EROSION CONTROL CIVIL re C6.2 EROSION CONTROL DETAILS L L C ENGINEER: PACE Engineers C6.3 EROSION CONTROL DETAILS 5000 Meadows RoadSuite 345 m Lake 3.597o,O2R2 Fax:Fax:5 a LANDSCAPE DRAWINGS Tel:5003597.3 503.597.7655 y LD0.1 SPECIFICATIONSA) Contact:Andrew Reiter • m LD0.2 SPECIFICATIONS Email.andyr@paceengrs.com LD0.3 SPECIFICATIONS LD1.00 TREE MITIGATION PLAN PHASE 4 LANDSCAPE LD2.00 IRRIGATION PLAN PHASE 4 Portland Office: ARCHITECT: Macdonald Environmental Planning,PC PROJECT DATA SITE PLAN--72nd Ave at Dartmouth St O LD3.00 TREE PLAN 1430 SE 3rd Ave,Ste 200 9020 SW Washington Square Road,Suite 410 LD3.1 LANDSCAPE PLAN PHASE 4 ON SITE Por land,OR 97214 NTS T:(503)239-7377 Portland,OR 97223 JURISDICTION: City of Tigard ARCHITECTURAL DRAWINGS(CONT.) F.(503)239-7327 Tel 503 224.1225 Fax:503.295.6906 Permit Center Building P3.0 OVERALL FLOOR PLAN-FIRST FLOOR Contact:Laurel Macdonald-Bonnell 13125 SW Hall Blvd A3.1 ENLARGED FLOOR PLANS-FIRST FLOOR A Email:Imacdonaid@mep-pc.com Tigard,OR 97223 Contact:Brenda Rowen Tel:503 718.2439 r t - A3.2 ENLARGED FLOOR PLAN-SECOND FLOOR Email browen@mep-pc cum / I 5 0.3.3 OVERALL FLOOR PLANS-SECOND FLOOR PROJECT !I I ti., $ 1! i A3.4 OROOF VERALL F STRUCTURAL ADDRESS: Red Rock Center Building C a 1 I ,Ia www.ADamhllecle.mm ENGINEER; NordlingStructural Engineers,LCC SW 72nd at 5W Dartmouth St I, I S. • A'. s y,. I STRUCTURAL DRAWINGS ALL IDEAS.DESIGNS PRRAN4EmEXTS 13..IGS AND 9 l S1.1 GENERAL NOTES,SECOND FLOOR FRAMING 8 6775 SW 111th Street,8200 Tigard,OR j I =a - 1l - FOUNDATION PLANS Beaverton,OR 97008 . 1........1,It( I • I ROPERTY OF ANDERSON DASROWSKI „MO""""s Tel 503.924.5901 Fax:503.924.5903 SQUARE I I S1.2 GENERAL NOTES,SCHEDULES&ROOF FRAMING Contact:John Nordling FOOTAGE: SITE 67,5155.6. PLAN A"oas4 o555noe.uw '"`a Email:jnordling@nsengineers.neI PAD C:21,000 S.F. F.,,, -. k t L.__ �' S2.1 WALL ELEVATIONS ernixr ,; II.. +11111 S2.2 WALL ELEVATIONS •la\� 523 WALL ELEVATIONS RED ROCK CENTER re OCCUPANCY: B I Iry / 'E� ��Il^iw ^ i>' �7 BUILDINGC rs ® � -i'� . � i S3.1 WALL FOUNDATION E STY T2ND AVE AT SW DARTMOUTH ST '!� 53.1 DETAILS TIGARD.DR CONSTRUCTIONI " � `� TYPE: VB-Fully Sprinklered fes,;� 11-�NA /ropy,. S3.2 FRAMING DETAILS I ;1:�\s S3.3 STEEL CANOPIES STORIES: 2 F I `. ARCHITECTURAL DRAWINGS(CONT.) CONSTRUCTION DOCUMENTS I I "'�"i I R 0.4.0 BUILDING ELEVATIONS/WINDOW DETAILS I '/1.4= i j 65.0 BUILDING SECTIONS ae.Iele�ss: AREA OF WORK " \ E A6.0 WALL SECTIONS �l 66.1 WALL SECTIONS "- va .� \ A6.3 WALL SECTIONS I __ __ /, -�'.���^,` 1 A6.3 WALL SECTIONS A6.4 DETAILS P6.5 DETAILS Dam: osoa.ts A7.0 SCHEDULES/INTERIOR ELEVATIONS scam: As NOTED 69.0 OVERALL REFLECTED CEILING PLAN-FIRST FLOOR Anderson Dabrowski Architects,LLC,Is not responsible for ensuring the accuracy of the square Project No.: AD15100 s Wed on these contract documents.For legal or waning A9.1 ENLARGED REFLECTED CEILING PLANS-FIRST FLOOR (oota ge g g purposes,final square footages 692 OVERALL REFLECTED CEILING PLAN-SECOND FLOOR FIN Name: 151540.1.0 should be verified by others.This project must meet all current,applicable and accepted versions of A9.3 ENLARGED REFLECTED CEILING PLANS-SECOND FLOOR the IBC,ADA,UFC,NFPA,OARS,etc. A9.4 REFLECTED CEILING PLAN DETAILS o,a.,n By: MA,Rya Check.By: MA APPLICABLE CODES DEFERRED SUBMITTALS JBawaldbn Approval. HVAC Drawings All work to meet current federal,state,county,city and ADA codes and regulations. To be submitted separately by the design-build subcontractor 2014 Oregon Structural Specialty Code Electrical Drawings (p}{y.�t To be submitted separately by the design-build subcontractor CITY O{= I I GA a D 2014 Oregon Fire Code 1 Plumbing Drawings 2014 Oregon Mechanical Specialty Code To be submitted separately by the design-build subcontractor Approved by Planning • 2014 Oregon Electrical Specialty Code Fire Alarm Drawings To be submitted separately by the design-build subcontractor h / .6 2015 Oregon Plumbing Specialty Code Date atr. V ( ,�t / Fire Protection Drawings • All Oregon Occupational Safety and Health Division Standards To be submitted separately by the design-build subcontractor 2010 National Fire Protection Association 10-Portable Fire Extinguishers Initials. 2010 National Fire Protection Association 13-Sprinkler Systems 2010 National Fire Protection Association 72-Fire Alarms 2012 National Fire Protection Association 99-Health Care Facilities Sheet Tale: 2006 National Fire Protection Association 101-Life Safety Code COVERSHEET 2012 National Fire Protection Association 101-Life Safety Code 'Per 2006 NFPA 101 Section 1.4 this version will be used. sneer"' A1.0 1 c f TT s `. .._� . . ..... .„._ „ ,,,_ , ... ` I ❑ LIQ l� 3.4 IL FH n 1 v \ SW 70TH AVE OFFSITE IMPROVEMENT NOT IN U r CONTRACT-UNDER O /' /////j/T / -7//// i 77/ // SEPARATE SUBMITTAL 11' ,.._ , __ . ___ , //// -- / /2 ----- / ---- - .., 1:14., „...9 .. .. . .. . . , . . _,..,,,, . .. .. _ .. _ - /i",/i/ /� / / i/. / /�.// z- / / / /i .a. 1 ' 1.-- . .. . 1.;-,-..,,-,/- : : III ICI I /�=J-.'I .�I 4/j„_ � y' .'I: -- �� PI -:/ / , i // / /,'/ 1 1 Iiiiy /'/ j / / z//--- ,/ /J '- -- BUILDING C- el►m r �4/// % //, it., --I b+'°' s % i/, //// /,/ .1"'" 1 2FLOORS / � � //// �/ ��RI}71 I I � ��,`� / / ' / `.% 1 _ 1 21,000 SQ FT 1///:////,'://1//.9;.--- ,�` // /i /�// /../ i;►E_..L i MEDICAL OFFICE-21,000 ` co , // .' 7�p_I /s�,1� 1 OF ��� • 1§sS , / / . ____ ma mit iii /2 n I 1 —i CM: I , ' ,,,,4 i is, , / . _ --,, ‘ cl-,, L'” *L 1 SCOPE OF WORK ;/ i �- . V (,,, ®� /' i' //' P'w ,-. I �11��I, ANDERSON l,, / 1 DABROWSKI ii////iiiii /////:/// // ' /// j' �;,.i//j� , ,// I �� Via, ARCHITECTS � /// // // it 11111 LLC i ' II IS AD/ /i// ,'/ `/, , / /' /,/.' , I ..i ._—._—_. `C'� 17 1'11 • //, I 3's �I , Portland Office: / I 1430 SE 3rd Ave,Ste 200 / /' ' I \\-® Portland,OR 97214 i i ,,i/// I i T(503)2397377 4 / i /, 4 \ r TYP. III I , F(503)2397327 A 11 1`0 CII /, /' /,1 _ WWW ADarchitects.com 1 /�i GENERAL NEW SITE PLAN NOTES °'°I°° /// ` ;' / I p j _ _ _ t SURVEY INFORMATION REPRODUCED BY CIL ENGINEER 11 ALL DIMENSIONS ARE TAKEN TO FACE OF STUD/CONCRETE OR EDGE OF PAVEMENT /////:;///) / /i ///' / .0H.. 0H..Rso ccono,I sues UNLESS OTHERWISE NOTED / // / /1 —..—..__ '. ill\ PRoweno er uw 2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORE / / �/ / i I. 12 USE DIMENSIONAL INFORMATION GIVEN DO NOT SCALE DRAWINGS. / /�, // / / 1 u .., INk RED ROCK CENTERTec3. SEPARATE SEWER CONNECTON PERMT REQURED i /13 NTRACTOR SHALL LAYOUT AND ADJUST AS REQUIRED FOR APPROVAL BY ,//` BUILDINGC 4. DISPOSE OF STORM WATER PERAPPROVPL BY C TY OF i CARD. ARCH TECT PRIOR TO CONSTRUCTION. /, / //� i �/ 1 , I�� SW]2ND AVE AT SW DARTMOUTH ST TIGARD,OR 5. UTILITY DATA ON DRAWNG IS SCHEMATC AND SHALL BE VERIFIED BY CONTRACTOR 14 CONTRACTOR SHALL VERIFYDMENSIONS AND NOTFY ARCHTECT OF ANY , 1 PRIOR TO CONSTRUCTON CONTRACTOR SHALL CALL UTILITIES PROTECTION DISCREPANCES PRIOR TO CONSTRUCTON. //` / , /, I ,I.�I /®,SERV CE PR OR TO CONSTRUCT ON. / 116. AT NEW CONCRETE CONTRACTOR SHALL PROVIDE CONTROL JO NTS EVERY FOUR(4) / , '' 1 •6. ALL DISCONNECTONS MUST BE COORDINATED WITH THE OWNER AND UTILITY FEET AND EXPANSON JONTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS /,/ //,,,/-/ 1Ii L'p` \ 1 CONSTRICTIONDOCUMENTS CONCERNED.CONTRACTOR SHALL TERMNATE SERVICE ACCORDING TO UTILITY OTHERWISE NOTED SEE CIVIL DRAWINGS FOR MORE INFORMATION. // 1 , 11COMPANY SPECIFCATONS. , / // // ---- / '1 1 '1.IRevk'mns 21001.18 17. CONTRACTOR SHALL BLEND NEW PAVEMENT TO DUSTING GRADES AT LOCATIONS i' // / O6 'DI i 7. UTIITY SERVICE SHALL BEMAINTAINED ATALL TMES WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT.?OWING ATJOINTS WILL NOT i //� / , 1 I — :,..\ 11 BE ACCEPTED. / i . 7/ ._. 8. DAMAGED UTILITIES SHALL BE REPAIREDWTH NO ADDITIONAL COST TO OWNER AND / / / , //` `'2 IJ \ TO THE OWNER'S SATISFACTION. 16. WHERE PROPOSED GRADES MEET EXISTING GRADER CONTRACTOR SHALL BLEND / / GRADES TO PROVIDE A SMOOTH TRANSITION. // / /'� //' ,1 9 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE /7.))///////177/7/ / / / CONDITIONS PRIOR TO CONSTRUCTION. 10. AT ALL PHASE IV SITE WORK EDGES,SLOPE GRADE TO MEET EXISTING GRADE.SEE ,i /' // // / 1 I III DRie050916CIVIL DRAWINGS FOR MORE INFORMATION \"J,1D. CONTRACTOR SHALL NOTIFY ARCH TELT OF ANYDSCREPANC ES BETNEEN EXISTING / ' / ' ' / ,.. 'i Srak: ASNOTED BASE INFORMATION SHOWN AND ACTUALFELD COND TONS. '/// / i / /// 1 00 I \ .'.. / / / / / I TYP. P 1 Project No pD1s150 ...,-/ , ,� ///, // 1 -� #• FW NRme. 615M21 // / / / Drawn BY; NON/RMB SITE PLAN NOTES ////' i/ / .1 105 :I m <a + Check.B,: JIM O REMOVE EXISTING ASPHALT PAV NG AND CURBS AS REpU RED FOR NEW O pq NG SPOT AT LOCHT pry00WANPOOL PARKING SIGN AND TE%T ON // / // j/ / i 'ialgt; ` .—coon Approval: D2 NBLEEDALLNEWANDEXBTNGWORKTOGET'„' LKENEW N SHOWN SEEOETA LSFORMORE NFORMATON CONDITION O PROVDE AND INSTALL'COMPACT'TEXT ON PARKING SPOT AT LOCATION / j /� ^ �\ + _ OPROV DE AND INSTALL NEW CONCRETE S DE'NALKS AT NEW CONCRETE. SHOWN CONTPACTOR SHALL PROV DE CONTROL JOWLS EVERY FOUR(4)FEETAND 3 EDETA LS //�'/ W ON JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS O 20,Vel ANDINSTALLBKE RACKS AT LOCATIONS SHOWN SEE FOR / , EXPANSION NOTED SEE CIVIL DRAWINGS FOR MORE INFORMATION MORE INFORMAT ON. 03 DRAWINGS FORMOREINFORM4TIOW NOTE NOT SHOWN.TED.SEE CIVIL 0 BUILD ELECTRICAL DRAWINGSFORM00 F10RIMATTON�NPWN.SEE°ESIGN / ////// O DETNLSFORMORE N pRUSTEODnGRAVELMEANDERINGPATH.SEELANDSCAPE 105 DTOERMINED)IBETELESIGNBUODELECTRCALDRAWINGSFORMOREOBE 1. PHASE IV A-SITE PLAN INFORMATION. O SH DEANDINMLFW0HEEL STOPSATPARMING SPACES AT LOCATIONS O OWN.SEE DETAILS FORMOREINFORI.MTION. 0 PROVIOEAND INSTALL LOCKNLOAD RETAINING WALLS AT LOCATIONS SCALE I/16'=1'-0' INDICATED°,1TxLSTOBE ENGINEEREDBYVENDOR O PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS. OPR(greTANDINSTALLDECORATIVEGUARD FAILS AT LOCATIONS INDICATED. sEE DETAILS FOR MORE INFORMATION. A 0 AOA RAMPANO AI 2 9UILTUNDERBUILDINGSAAND BSCOPEOF WORK.FIELDVERIF THE RAMP AND)WAIDEWALDOESN BUILDING VNEAND INSTALL HANDRAILS AT LOCATIONS INDICATED.SEE DETAILS CONFIGURATION.IF SNGANDKDOESNOTME T UP WITH 18 FOR MORE INFORMATION. " DESIGN.EDESIGN.REMOVE THE EXISTINGANDARECONFIGURE TO MEET NEW DESIGN.SEE CIVIL DRAWINGS FOR MORE INFORAMTION. O PROVIOEANO INSTALL NEW RETAINING WALL/SIGNAGE WALL SEE DETAILS FOR MORE INFORAMTIDN. . OPROVIDE ANDINSTALLNEW ADA RAMP AT LOCATIONSHOWN.PROVIDE ADA TRUNCATED DOME PAVERS.BEE CIVIL DRAWINGS FORMORE INFORMATION. 0 PROVIOEAND INSTALL NEW TRELLIS.FAISEO PLANTER BEDS AND BENCHES. OHANDICAP PARKING SIGNS ARE EXISTING.RELOCATE IF NECESSARY FOR NEW SEE DETAILS FOR MORE INFORMATION BUILDING CONFIGURATION. O PROVIDEAHOINSTALL NEW RAISED PLANTER BEDS.SEE DETAILS FOR MORE SM1ee1 ie. O CPXPOOWANPOOLPARKINGSIGNSARE EXISTING RELOCATE IF NECESSARY PFARMATION FOR NEW BUILDING ONFIGURATION. O VIDE AND INSTALL NEW CEDAR FENCE. TY PHASE IV A SITE PLAN STODIND.: A2.1 •`3J.T. I r r w H K.,1„ .1,..111/ it z i --� I I I I I I I I III I I11 w 1.1 1 , 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 � CMU WALLS �I IIIIIIIIIIIIIIIIIIIII '� Tom-I I I I 1 1 I I CAST-IN PLACE CONCRETE ISI 11I 1 1 1 1 1 1 _ WALL ISI 70th AVE I I I I I I 1 L 1 .1 1 I BL RASHENCLOSURE DOORS _ qq RELOCATED FROM BUILDING 1_���=��� a '�. 4 311,.,,,, :MBIIi� CMU WALLS A TRASH ENCLOSURE _��_�_�� - AT-IN-PLAE CONCRETE �. `a 5 `�. +C k, �.�. ~y 11 2%,B W000 BUMPER �l 2X10 WOOD BUMPER T I--1 i 1. PAD C TRASH ENCLOSURE TRANSVERSE SECTION 2.TRASH ENCLOSURE LONGITUDINAL SECTION A P4 SCALP,/a'=,'-0' SCALE:VA•=,'-B' ® SALVAGE EXISTING SLOPED REMOVE EXISTING CMU CAP Wg AF.Jh5( CMU CAP [1 ■ <d'AFF CMU CAP cMu cbuRSH�/ 1- ■ 1-1.„E., EEVST NG STEEL GATE TO cMu couasE I'— ''��EX Sr sG 1]couases of u ,..� i _____,___ c EX ST NGI])COURSES OF B.BxABN PLTFACEDCMU TO L �L - ° ° IIIIIIIIIHIIIIIHII'if "H" D' xg , ° ° a v 11111111111111C - _ A ° \\\ ammiimiiiii1'1l11 EXISTING FOUNDATION TO I I I REMA NG FOUNDATION TO i I / Q a 4, a 'B' I I B'-0' II I rJ a Y . F.F. F F. a I I u I I ' 4. EXISTING PAD B TRASH ENCLOSURE ELEVATION 5. EXISTING PAD B TRASH ENCLOSURE ELEVATION DABROWSKI ANDERSON ,l2-=,'-0' BLALE:,a"=,'� DWI M �\ SCALE: F INSTALL SALVAGED SLOPED /� A.F.F. REPLACE SLOPED CAP h T-0'AFF ARCHITECTS ' V NEWCAP r'l 1 -- --- -- --- --- -- r- CAP 1/ No CPP REPLACE • a a Q I� AIG, IIIIIIIIIIIIII1IIIII,IIII111111111111' ,,,_? SPLIT FACED CMU MATCHCOURSES OP O'8'NF.F. --M--IE 9PLITFACEDCMU OF 8n8x,6 PLACE CPU I _—. LLC ° $ ° of ------ ',j• FEXIRAMTING ONEIMNEL GATE /HEIGHT AFTER STING _■M=MMI IT�— !MM �• EXISTI666516 NG COURSEFACED OF (B)NEWC SPRL TEF HEIGHT AFTER I® 1 ` z c °� ° f HEIGHT AFTER 1'PX ST NG CMU I' 1'kXIGHT AF E • AD. I . ------ REMOVAL OF I� I REMOVAL OF --- 1 REMOVAL OF 111 AP f 11111111111111111111111111111 IIIIIIIIIIIIII LAPtttttt AP _° a _ h - � I + P Nand Office: ' a a ° 377 ° I I ( I ® 1430 SE 3rd Ave, 200 OR 7 ° ° a � -- pl EXISTING COURSES FCEDCts _ Portland, 4 T(503)239 7327 I 1 I SPLIT FACED CMU `, F.(503)23- I 1 I I I I I BP 11111 EXISTING FOUNDATION D-0 L BTNGFDDNDATIDN s S F.F. _ _ �'_ _ __ F.F. EXISTING SLAB ON GRADE I f _ !rt l � I I— I 1 SIM /� EXISTING FOUNDATIONtat WWW gDdroh feols ODRI I I I I .Ba I I au ovs xscae,.aawacaNermsvww acs aao i___ ro",EixEPor�m'Hv`ff.'w�o�u l,F E, t. EXISTING PAD B TRASH ENCLOSURE 6. NEW PAD B TRASH ENCLOSURE ELEVATION 7. NEW PAD B TRASH ENCLOSURE ELEVATION 8. NEW ENCLOSURE SECTION .7:.a >,s SC E.tl2-1 SCALE:1/2"=1'-0' SCALE:12=I, SCALE:Cr=1'-B' waxearu BY un. RED ROCK CENTER BUILDING C W 72ND AVE AT SW DARTMOUTH ST TIGARD,OR CONSTR T0100,N DOCUMENTS Dale 05 09 16 Seale: As NOTED Project Na: AD15154 He Name: 1310602 a Drawn By: MAN/RMB Checked By: JMA JSOSd.DV0n APProral: T Sheet P6eSITE DETAILS SFeei No: A2.4 AI \ Q o WATER NOTES OB^DI FDC TO RISER AT w DRIVEWAY ENTRANCE N END MARKED W/2X4 p 0 6"DI PIPE FIRE SERVICE U ."S O END MARKED W/2X4 w x v O2"PVC SCH 80 PIPE END MARKED W/2X4 p o z > p SANITARY SEWER NOTES 5 � 5 w 1Q SANITARY LATERAL: * ¢ I.E.=231.38'(6"PVC) N O SANITARY MANHOLE: RIM ELEV.-234.51' w C I.E.IN S=230.50'(6"PVC) O: I.E.OUT N=228.99 (6"C900) LZ p / 9 // / ! ! / / /' // /' ' /t // % / 1 1 1 l / ' l ! l 1 I 1 / l I I f STORM SEWER NOTES (\ \\ \\ t \ v 1 \ �\ \ ( 1 \ / \ t I \ (l tf I Il ( 1 ' 'f Il t ( (1 ! rr I( ( 1 1f (l I \ \ \ \ \ \ \ \ \ 1 \ 1 1 \ ` \ \ \ \ \ \ , \ I \ \ \ 1 STORM MANHOLE: \ \ \ \ \ \ \ 1\ \ ( \ \ \ s\ I \ \ I I \ I \ \ 1 1 1 60'DIA MH \ \ • \ \ \ \ \ I 1 1 \ \ \ ROW CONTROL 411=1E-- \ \ 1 \_ I-i11•r•�::: �1= f V 1 , 1 �1 1 I \ 1 1 !,fidRIM=234.60' r,. �I91���i _ * tinI.E.IN 12^(N) 225.05' !' mizgi ll' .get -----." ,i /"sv,\i - LEIN tY(E)=225.05, !/' r �_®u `n"�t="e'-ii -11 .i �ST 1r 1..�,.•:'"' y I.E.IN 4"(N)=228.00'VENT t / a BUILDING B. ® RJ 1� �1du l\)A --� :1�+� I.E.IN 8"(NE)=225.05'PERF. / ,.. �1�� �.� (♦ _ � � �,��/ a• i dK. m /' BU"Ol90�q I.E.OUT 12"=224.85' I_ _ --- mlrxomrE u:: F , / � �, `., I F! O'er a ❑2 STORM MANHOLE: t/ on:Ms I 9 -� E 48"DIA MH W/4'DEEP SUMPTf ,,( a/ fl '°�3 m y L' LE IN 8"(E)=225.34' /%/% � mIF�Rd‘r ��� II ,, 1'225.54' / t 1 r / U3 STORM MANHOLE: ' - rr * ,, r / G I TOPOGRAPHIC LEGEND 60"DIA MH-FLOW CONTROL %/ / /. /'' e -/. // n• / . .;+✓ - UNDERGROUND TELEVISION UNES 0 - SANITARY MANHOLE 0 - MAIL BOX RIM ELEV.=228.50' -1' /v' / = © / /N 1, / (UNLESS NOTED OTHERW95E) I.E.IN 12"(N)=223.25' ) eq / r // ' ' -G- - UNDERGRWND GAS LINE - q e.� I.E.IN 12"(E)-225.25' �� ��'{ 1 / lr // / /✓! / ® - STORM MANHOLE - :::::: UCy NGI NPE / wv f l III / II / / / U 4, R I.E.IN 4'(N)=226.00'VENT / .41 !/I 1 `� l / -- 'IID ' A _- Lw �b W- - UNDERGROUND WATER LINE t 7 I.E.IN 6"(NE)=222.65'PERF / - _ r3 f/�.�} I.E.OUT 12"(NE? =22265' R, J \ I\L' '''.4.-'-----=''''-'---'''' 3 iii �� �`p'�! I T- - UNDER GROUND TELEPHIXVE UNES D4 - WATER VALVE t / _ •• - dr • \� r" \\ JJ ® STORM MANHOLE: (CATCH BASIN GRATE) / /r/ ./z////---------- // I I I I PI + / [, `[/ / ! / II SS- - SANITARY SEWER UNE ® - WATER METER Y`> OREGON 90 48"DIA MH W/4'DEEP SUMP II /� _ / / / � AY 23• �� / i I I 0; / J -P- - UNDERGROUND ELECTRIC LINES - FIRE HYDRANT CONIFEROUS TREE R RIM ELEV.a 229.18' i ' 3, % / ! / / / fk. I.E IN 8"(NE) 225.50' © i ' I J I I I i /- I I I/ ,II j/',' , A. I.E IN 6"(S)=225.50' / - ,I// _1111.- A - , - e' ,/ (r�" -OHW- - OVERHEAD POWER UNES - STREET LIGHT EXPIRES: 12/31/2016 3 LE OUT 12"(N)=223.25' i/ III I u/ �I /6j\V, LE OUT 12"(W)=225.25' Ey � I �' I SD- - STORM SEWER UNE - SIGN - SHRUB Z 5 STORM MANHOLE: I I "OD I -X - CHAIN LINK OR WIRE FENCE �' - UTILITY POLE �, 7Y DIA W.O.MH W/7 CARTRIDGES '' J I I ,/, - ,/ °''1 - WOODEN FENCE - GUY ANCHOR •iii - RIP-RAP x RIM ELEV.m 233.Y I I ( / r I C yon /' f. ©Is I/I/'/ i ° 1 W I.E.IN 12"(N) 222.30' // 7 �' _� ) y c/ ) I.E.IN 12"(E)=222.30' / / / ! l 0 /l - ,� / '''',..,..„-___-__.4b VIII ''/ Z U P I.E.OUT 12"(W)-220.00' / J - / ✓_,�0an / _ J /III'_„/„.-474.----; EXISDNG A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE 0 of © STORM 12"00111: / - - ii ,� l ' �/ r / O I.E.OUT 12"=217.00' �� ✓'S� �r� l f / II! p LLJ / m �7 STORM 8"LATERAL STUB: ,e -.��°�'G ��/ ✓ / ( i / ( / O % I.E.s^ 231.00' ,e/ - ✓,� /-�/ / / I I lI +avy rk U rn s „ / / - ��ice/:/ / / I (//III/ „ , ,. 0 LU ❑e STORM MANHOLE: I I ,, ✓/ i AH !fF. /./ /I l I I1 ,,, I Z`� RIM ELEV.-250.31' / I / k_ />"� I'� r / ( P j I.E.IN 6"(E)=245.06' I I _ „ / 5: 1c / I I I 0) C2 I.E.IN 15^(5)=244.51' 'I i/ 1 \ I ) I I 'f/ x Z I.E.OUT 15"(N)=244.31' / / / W 4'/ w 9 STORM VAULT 6'X 12': J J 1fa'/ / -X / j \ Z ❑ ii RIM ELEV. 251.06' / / / ,• i i ,\, Z I.E.IN 4"(5)=247.90' I .. / 4/ / / /// j I.E.OUT 6"(N)-245.60' I !;/ /-' U \fe / /// // ' 9 i 10 STORM MANHOLE FLOW CONTROL: I I /1' ✓# / // • / / / ' /12 I% RIM ELEV.-254.03' / ' -[I CC 0 N I.E.IN 15"(5)-249.50' I I ,y,_)_____.-- //i ✓ 7.2.' f )./ I I 1 I(/ o I.E.OUT 15"(N)=248.54' 1 'ti_� ,./72 I / / I Z I.E.OUT 4"(NE)-247.50' HOU / J (I CC E pj it STORM MANHOLE: I ' 3"/! ! % I i/ 1 m= RIM ELEV.=257.69' I 'E_JPnL* \ I /I' Z 0 I.E.INS 250.89'((4B"PVC) I I \ / 1 j W O I.E.INE 250.89'(15^PVC) - /® / � /n/ r Ce > m4, 0 I.E.OUT N 250.69'(15"PVC) CO. / �� TOPOGRAPHIC NOTES 0 Q V, 12 STORM MANHOLE: / /� �' / / OHS ` I, -1'�-! / / I 1,,,,U_;.1.(..:/:-//2,4. W 0 6=. N RIM ELEV.=259.69' - - %'� - - // �:- ,�7� H,© / u/I7. - l /l 0 2'-3'HIGH RETAINING WALL //� N I.E.INS-251.49'�48"PVC) __-/--y-. _--. - - -- ®W /' ) v/ Y X I E.OUT W-251.29 (15"PVC) \ I �IL / 13U 0 py /, /,',',/./'--;,."-•,,,/,,,-/, O2 WATER METER '�pp ��� 3 MAIL BOX TO RELOCATED CC I 8 Pt 13 STORM MANHOLE: - �' / 1 ��� 0 F RIM ELEV 261.47' / ' - j / c, O CC n' 0 0 M I.E.INS=253.08'(15^PVC) ,.��I .la// / �/ Et 4 I.E.IN E=253.06'(15^PVC) / / ® REMOVE EXISTING SIDEWALK BARRICADE I } X I.E.OUT N 251.58'(46"PVC) I - - L ce ❑ I © 0 I 0 / O POWER POLE TO RELOCATED 14 STORM MANHOLE: c2� vwi RIM ELEV.=261.19' BENCHMARK INFORMATION I M - e MAIL BOX 0a 'C I.E.IN E 253.39'(15"PVC) I I O pia O] I.E.OUT W-253.19'(15"PVC) CITY OF TIGARD,BENCHMARK NO.167 ELEVATION=221.84 FEET 7 DEMOLISH EXISTING ASPHALT I.E.OUT N-251 99'(48"PVC) 2-1/2"BRASS DISC IN THE WEST CURB OF SW.72ND AVENUE AT � O I ci vl 0= BAR IS ONE INCH ON PLOT DATE: NMK� THE WESTERLY EXTENSION OF THE NIXtTH CURB UNE OF S.W. = 15 STORM LATERAL O ORIGINAL DRAWING N....t�1 N HAMPTON STREET. 8 SH/REMOVE EXISTING TRASH ENCLOSE. p N NF I I.E.-241.48'(6'PVC) CONCRETE PAD AND STORM CATCH BASIN 0-1" 10�5�16 .,OIO�U END MARKED W/2X4 �sL DESIGNED BY: CHECKED BY: �NN3M 16 STORM LATERAL _ \�e0 I.E.-239.66'(6"PVC) C1_100 END MARKED W/2X4 JOB NUMBER a.-�ax EXISTING CONDITIONS 16802 Cat:IWmW ���aJ o sa foo' DWG NAME: zFFZ4- 16802-C1.1 EX COND _-,,,,� C1.1 t�m0_�X SHEET MO k . 0 i r FILE NAME: 7.6/6/301.8. : F'16\\16802 - DOUG FRY-RED ROCK PHASE IV-BUILDING C\CAD\ENGINEERING\SHEETS\16802 - C2.1 SITE.DWG SAVE TIME: 10>6/216 131:36 PM PLOT TIME: 10_/6/2016 1:59 PM USER NAME:ANND EW REITER XREF FILES:X-10838-C-CIVIL BASE, X-10838-C-BURN BASE, X-SITE UPDATED, X-10638-34X22 SITE—BDR, 'a =r ;'',';.',:-...e, F jV. 1 ;1:::;:'. 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A ADDED BIKE RACKS ON WEST SIDE 5/la/16 N N•• -�m w a N a� P FE, Q FIELD ORDER #2 * MOVED TRASH ENCLOSURE v/2e/1s A zs .. O 2e b (Lake a�9...nrer N o ;�_ PHASE IVCIVILSITEPLAN w o5000 Meadows Road,Suite345N ^ TIGARD, OREGON A' 9 a ,5 4 Oswego,OR 97035 n v ip eo *��? p..503.597.3222 f.503.597.7655 12 om FR �. g Civil SYuctural Planning I Survey { m pa gm. SYM REVISION DATE ■ 1 s., M I T FILE NAME: 70761/620116680Z5:: : P16\16802- DOUG FRY-RED ROCK PHASE IV-BUILDING C\CAD\ENGINEERING\SHEETS\16802- C3.1 GRADING CONTOURS.DWG SAVE TIME: 10/6/2016 2:54:54 PM PLOT TIME: 10/6/2G1_6_3:26 PM USER NAME:A D EW IR XREF FILES:X-06914-C-SURV BASE, X-06914-C-CIVIL BASE, X-06914-C-ARCH BASE, X-06914-34X22 SITE-BDR, \\ \ \ s\ \ •\ ,\ \ \ \\ \\ \ �\ �, AV A AV A A \ V A, A II I A A AV A A A\ \ V A V 1. _3--,:- \ \ \\ \ \ `\ - ___ \ \v xa �►�111 Ff T_ \ '',IT:: II: r D 1,.,�-� - \I I : i 4 • • li \\ II { 11 III II J 7 `�\ \ \ \E] 1 t TI .„_„_,:„....„._,.,,,,,,„„,:s„,,,,,,,I „ s- -� / f� �\ I\ I +o \\\ `'238— — 1 I 1 II \ - I l �•a \\ \\ 11 II' \ \0 \ \ - \,• \ \ \ \ _13 \- i I-4'. '"1-j''' -1,,:::'..' �, >` \\ \ --248, `>, J\\ ' ” Q • �� z zas, a \ p --- '="Iti Z �t \\ �- .(. rte_ �. ■\I _ 1 I :I 2ss II \ _ _ _ ' ':' - _ ,r - ry;� `, \ . 1� �' J i -`-�-I-�-T I .-� I ,i----77_ rte' _._� -`�" \„ _ rikiiii .119e1-1.±1 ille. ..',,',;:-,:i.,...- _ _ `� 1— �I \\ o illk , I I ``\ '1 I! ; SIJ 1\ \\ , _ \\411t - I y .,� V —;�v vv AV \ V AV I Y --7 4 ..� I -- a01.1, \ \ • I -- Ilr Iyv / / . t. � )\ // / \YH $ ,././., / \...,H.,--..,.7,..4-1—I \ 1 2vv -1 tki:;1;!;131:44;:;;;;;;;;; '�`• \ ��n >� ° �i� '� \ ti \ \ " \ \ \• \\ \1 1 ----'I .� 1.--- -7 S ‘\\i I "Alir h. t it.11T11Tff,.\1 ./, /7, „.„,\\ ‘,., \,.\\ \,,,,, 1 cv\\__\.._\\ s,., ..„. \\ 1 CNN,. 1,,,,. ,\.3e,,..„\I kl I 1 r "'a,i Foe ,.1 ,•••4 ifir,„;0;',,,\]1 1 ix G7hhL..._::, �..�,''` r \ inum___::::_motil!,,fi.. ..11\\" �i 7.• ,AT asp`/., p '.-ITC:I',,,'I'*':,il,',,1::,IE.:,-:.!:t::,,,,:.,:!'1:.:,::'14''T.,:s',1'.:_':''-'H_-::'--_.':.!.-.',..::',:_'':',,T;:!:'_,'..:_::..I,L'_i,:,' ,.-'_'_-'''''IT:..-',,.t!:'.:," • \ / (L-77- -` `\` � \\ \ // L--'-'..17\ \\ \\\ \` o\ r s. N..1 „�. +'a"t, Karl /\\ _ _ `o m o$n /� ADDED BIKE RACKS ON WEST SIDE 5/10/16 ”' � m �� FIELD ORDER #2 ' MOVED TRASH ENCLOSURE 9/28/16 C) w 11 7 „ o := RED ROCK CENTER odd‘, �'sr (PACE w O' O...Oil m �� GRADING PLAN 10 \ ` % "��"� �"° ,"z PHASE IV (CONTOURS) j - w o\ m:1 m 5000 Meadows Road,Suite 345 z x— m a^ Lake Oswego,OR 97035 N ^ v TIGARD, OREGON 2 Fiz 9s, p.503.597.32221 f.503.597.7655 o8 o Civil I Structural I Planning I Survey g <rn M paceengrs.can ti - SYM REVISION DATE ii I_ it SII - II I S 5 5 0 1 ] r s \�^ I ,-, � I I } If (` Ix e 11 �ri _� t 1 `I III"n" ��� Ii '' l�I „- I 1 I `�I �[-1 l-' I ! 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''moi ew z46so I l �I o o w x ` 1 FG=z3529 -49(_ I Tc=z/�.'80 I \G,i tl iW-zst.SD li z z a • TO-243165 -.11-_-!_' -242.5) I I -___II ( ,I If H-3.0' Ii F F N t` Fc=23s.00 A MECHANICAL ROOM: Trf ��fit- /Ili I TG=z ill I sW-246.00 I I I > > , o z LAJ _ BC 4490 XPi FF-237.20 2a1.Ba i 2,;D I'W=25;A0 r%� C � w W o 1 I i,_ 9 cz DD .•E [`t. Q 1 24 14 / 1 PTa243.45 -I TC-2/0:124r a2446 6C 245• 0� I TW=251.00 iiii III Q N1 I ,��;. _ 244sG iH-6.0' x xLtl�'i �I ( Y! ITa4a ��� ��� N N w � STAIR EXIT: 7 1 �'--If-l' I \ I TC.-244-a5 I Fir Tw.252.7a I y z z Y EF., 244.20\\ �-�- I iC-243.23 TC=244.36 IIII�I lil 4 LL m o: FG=294.18 j L--OJ\ TCr245.40 ►STC 24553; I H=7.1' i/ W mw W o --�-+ Tc-243 05 J I ' `jam •^.` -- _-- 7 {-! 1 24320 O\„d: '�,�I BW 245.81 i 11 ,.5:. l I - TC= 24515 i o LL 1. • \� _.�. :�4 H2Z5 53.04 6 ¢ a J I� l � 1 \ =45.5 IJ as\a I t \ T' � II01 11111 ii, ______________0______________0 + I aus B r,Tc=za7 O\I. I' H- /.j / 'n M 8W '12 .t I 14 4650 . I 47 fi7 I 79� I1 0 Ii 1 i o- 1 i . 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ORIGINAL DRAWING' mm<OwU • I 0�r 10/5/15 Gy ■ DESIGNED BY: CHECKED BY: ^�tOo •• `� AAR BDL a��¢x JOB NUMBER wwwN PHASE IV GRADING PLAN 16802 sssa� aFpzE DWG NAME: Z 9-O:w zo 40' 16802-C3.2 GRADING SPOT JQ O LLJ r E cLax SHEET C3.2 PAVEMENT '�,...� /♦/ s s SPRAY HEAD LEGEND IRRIGATION LEGEND j w I'l ' r II .1 I" �. MODEL 8 DESCRIPTION OPTIMAL OPERATING °E POINT OF CONNECTION I/ Poi o AUTOS E" II II I III ....1.1.-'111'..1'II{II ILII it ; PRESSURE 0 RAINBIRD ESP-SMT SMART CONTROLLER / FO s PREVIOUSLY ~J CLASS 200 PVC SL �i iiit 0 RAINBIRD ET SENSOR WITH RAIN CLIK .r/ FOH REFRENCE ONLY, [-LI ED ALL NOZZLES TO eE INSERTED ONTO RAINBIRD SAM-1806 BODIES srE VERIFv. W SLEEVE--..„,,, - X ISOLATION VALVE AT POINT OF CONNECTION FOR LATERAL LINE V ry 0 90 RAINBIRD 05 SERIES MPR 30 PSI `J 17"X 30"X 24"PENTEK POLYMER 9 180 0 QUICK COUPLING VALVE ' -6 m CONCRETE FLUSHMOUNT PULL BOX O 360 4- DRAIN VALVE I FINISH CATALOG NO:AUPHA173024S 0 90 RAINBIRD D8 SERIES MPR 30 PSI *, SCHEDULE 40 PVC SLEEVE GRADE R 120 el GATE VALVE-LINE SIZE ( 1 FOR MAINLINE,TWO SIZES ` -FEBCO MODEL 850 1" ® igp L./ LARGER THAN MAINLINE \ DOUBLE CHECK VALVE 3 _ _ 6 — p 90 RAINBIRD 10 SERIES MPR 30 PSI et REMOTE CONTROL VALVE-SEE PLAN FOR SIZING 1 0 NOTES: 'a — �I`f `* A 120 • DRIP CONTROL ZONE KIT-RAINBIRD XCZ-075-PRF II a ,� 'Illi ��g MIN MIN 6 180 �' I 1. SLEEVING ON PLANS IS SHOWN DIAGRAMATICALLY.SLEEVES ARE SIDE BY �, III / 1, PRESS.TREATED 2X O 90 RAINBIRD U12 SERIES 30 PSI ___._ CLASS 200 PVC SLEEVE-SEE DETAIL FOR SIZING F� / EXT.BOX GALV.NAILS SIDEL SAME TRENCHANDMAYMUMO IN"CTUAL FIELD CONDITIONS. / I O 120 1-1/2"SCHEDULE 40 MAIN LINE /1 ALL \ ` G.I.TEE W/1"LAT.TO _ ""---- ® 180 CI 3. INSTALL A 1/4"NYLON PULL CORD EXTENDING 5'BEYOND SLEEVE ENDS, �mA• 1 MI _ O 90 RAINBIRD 15 SERIES MPR 30 PSI CLASS 200 PVC LATERAL LINE-SIZE PER SIZING CHART MAINLINE,SHOWN IN rT, 2. INTO PLANTING BEDS.ENO A MINIMUM OF 12"BEYOND PAVING OR CURB d ui41 ,I'_ ICK COUPLER 6"MIN - s i._- O 120 i INSTALLED,EVOUS N F+Y CAP ENDS AND MARK EACH SLEEVE WITH A METAL T-POST PRIOR TO fgp PVC TO DRIPLINE CONNECTION [ PAVED AREAS FOR n/ BACKFILLING. Y f .g } _ B EST RAINBIRD 15 STRIP SERIES 30 PSI I._,' VISUAL CLARITY ONLY. Fs'1 4. INSTALL 1 PVC SLEEVE FOR MAINLINE AND 1 PVC SLEEVE FOR LATERAL 4 !1 _`';%T 1- °r.�'REDUCING VALVE m LCS SST Ala ��"� " I LINE(S),IF SLEEVES INSTALLED BY BORING,THE MAIN SLEEVE SHALL BE G.I.PIPE RISERS - VALVE PREVIOUSLY (IF REQUIRED) LARGE ENOOUGHMARK CONTAIN MAINLINE AND 2 LATERAL LINES. FROM METER FEBCO MODEL 850 1'S• I. INSTALLED,ORIGINAL GATE VALVE �i. RAINBIRD XFS DRIPLINE L �uve ser won!CALLED FOR 5. PERMANENTLY CURB OR PAVEMENT BY THE SLEEVE. OR SCORING Double Check Assembly �� AN"X"IN THE OCNCRETE AT THE LOCATION OF THE SLEEVE. Pit Installation / 12"SPACING @ 0.9 GPM am, 1 ADDITIONAL CONTROL 6"BELOW FINISH GRADE S TO BE PULLED 1.SLEEVE UNDER PAVEMENT DOUBLE CHECK VALVE ASSEMBLY TOTHIO6ODLVAwOES. I ie-- NOTE ALL COMPONENTS SPECIFIED HERE ARE ONLY EAST SITE VERIFY.' I, .,, fit SCALE NTS SUGGESTED COMPONENTS AND MAYBE REPLACED WITH AN 20 1" APPROVED SUBSTITUTION. I, j OREGON 's AUTOMATIC U 11"X 1 7"VALVE BOX SH CONTROL VALVE N. "Q( , INSTALL FLUSH w/FJI GRADE. FINISH GRADE CON OL WIRE& PARES ) A" 77R g ' /21.f COILD IN BOX II' PREVIOUS,IRRIINSTAL E COMPONENTSTION AS PVC BUSHING--- I (1( °F 1 of PH45E-5730 cP70 PL,PIRONIPPPIP At PLANNING ACDONALDPe RI MAINLINE �' �U ESTABLISHCONNECTION �` EXISTING SYSTEM 1 kl� �T µ ix $ / NAND PROTECT � W'U pg FLOW II I �� PROVIDE NEVY SLEEVING AND CONTROL WIRESZati -�.. ` Lr /1)-.1-, T .. coNNECTERAL NEW LINE,.NEEDED. I -- 2 `' AND SPARE TAPE I ILII rietle.et e' ) I.�v 1 L_ I", ' TO BOTTOM OF \ IXST NG ZONE AS SHOWN MAINLINE-TYP- SUPPORT VAL E BOX 4h..->7 1= 1 - j '+ WITH 4 BRICKS-TYPk _ ...,d---- ,1.7e _�, •• a ' yIi ANDERSON PVC sxrH ADP--.--- \ (PVC I ON _ - ` j DAB ROWSKI PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. of VALVE) OWN TO VALVE NIPPLES(BOTH ENDS 6 >7 o�'� Z ` _ , ® \ , © 6 �' ARCHITECTS INSTALL 3"DEPTH MIN.OF 3/4"DRAIN PVC ..� _ _ _ _ _ ✓ �' ROCK IN BOTTOM OF VALVE BOX. - PROV .- �� I I.�i I 1 t ' L L C SIZE AT VALVE ONLY a �♦ lirs,"," H Y c $, • I A....) 3.REMOTE CONTROL VALVE I /' © o i: II ' SCUT:NTS ,/.:;I o I, I I� I I •_ li G h II © � EASY FIT COMPRESSION TEE: I - �, _ ��\ I Portland Office: p '\ 1 1430 SE 3rd Ave,Ste 200 RAIN BIRD MDCFTEE ° _�� © Pod](and.)OR 97214 - 239-7377 T 1.5 C 1 ,II IF:503 239-7327 �, \,// \/ /\/,\�//\\/\�/\�" \/� O SURAINUBIRDC XF SE IERIES DRIPLINE J _ -- I •Ir. ¢" g" T ,��/��A/A POTABLE: YES DRIPLINE • - - _ _ = a e_ _ _ e - _ _..r.�l I 'l NON-POTABLE: XFSP DRIPLINE bbb 1 GE =' •IMI _ ..... ....• •.�..._........ •.4' Il _ -1`� MAINLINE AND LATERAL 1 111"fJ - 1 LINECCNN'NEECCV ONS vr �3 INLINE DRIP EMITTER _ _ _ is sH AREAS FOR V 5UAL AD h t is I ® TIE DOWN STAKE: RAIN BIRD - '� 1 CLARITY ONLY. .. O © © Q TDS 050 WITH BEND (TYPICAL) ♦I ii I / �;; 41:21 tI a µae GN as ECT,LLC AA,LP.REUSE OR DIECLOSURE OF o I� �or 5 TURF/FINISH GRADE OR SHRUB I' /�/ I BED WITH MULCH I i // — ®m5 e _ -, IRRIGATION NOTES SIZE LATERAL LINES ACCORDING TO (I ///" Egrili RED ROCK CENTER NOTES. THE FOLLOWING SCHEDULE I /// ' '� 'I I BUILDING C 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,FOUR FEET IN LOAM, 1. LOCATE CONTROLLER IN APPROXIMATE /// I' e TGARO OR lAVE AT SW DARTMOUTH ST AND FIVE FEET IN CLAY. LOCATION SHOWN.VERIFY WITH ARCHITECT. I ,,/ 2. AT FITTINGS WHERE THERE ISA CHANGE OF DIRECTION SUCH AS TEES OR WALL MOUNT CONTROLLER AT EYE LEVEL. LATERAL LINE SIZING CHART I PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 lig 1 ELBOWS,USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. CLASS 200 -'- 'SLEEVING As NEEDED li 1- 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN V.A.C.POWER TO CONTROLLER.PROVIDE 1" ' \6 \ TO CONNECT IRRIGan0N II� I I STAKES. CONDUIT FROM CONTROLLER TO NEAREST GPM SYMBOL SIZE IN P 1 CONSTRUCTION DOCUMENTS PLANTING AREA AS SHOWN.EXTEND 24"INTO _ __ LLL ae.ISIo.N: 0 0 PLANTING AREA,18"BELOW GRADE,CAP AND D-10 3/4" I �� p 092e.t5 4. XFS SUB-SURFACE DRIPLINE BURIAL FLAG 10-17 �— I &@ NTS 2. ADJUST ALL IRRIGATION HEADS TO PROVIDE 17-36 // 1 1/2" ' Imo. 0 0 MAXIMUM COVERAGE,MINIMUM OVERSPRAY 36-56 /// 2" e 'I Dale is AND FOGGING.SET ALL HEADS BACK FROM 56-83 //// 21/2" ©15" . 'I : Bs.De. CURBS, SFAX PAVING AND WALLS. 3. LOCATION OFIRRIGATION MAINLINE,LATERALS ZONE SUMMARY 0 • I FORVISUALCLARITYIINLASLINES SHOWN IN PAVED s I �Q 11 I 0 AND SLEEVING ARE SCHEMATIC ONLY,AND PLACE IN PLANT BEDS UNLESS • AwstsA132s11] 0 SHALL OCCUR IN PLANTING AREAS UNLESS ZONE NUMBER GPM VALVE SIZE ®1 5" SLEEVING IS SHOWN Armed No SLEEVING IS SHOWN.MAKE MINOR CHANGES 1 13. 1" .. II FI Name: I O,7 6 O TO COORDINATE WITH ACTUAL AS BUILT 2 14 2 © 1" I Mil 011111 . DRIP IAYHEADS , ■ 4 WHICH NEED A SPECIFIC RADIUS NOT ' O By: BVI LMa 1 ■Ie 6 26.7 1-1/2"" TO BE 0505005 FROM I r I� I Checked By 5 a --- 17'81_ : PROVIDED BY RAINBIRD TO MINIMIZE 5 14© 1" tune zTYP. 1 '\ I r CONDITIONS AND DIMENSIONS. u on Approva. •�\o Oo.°0'0 OVERSPRAY ONTO WALKS. 7 34.1 1-1/2I 'e' z4Oo�g�1, ,5 S. INSTALL ALL COMPONENTS ACCORDING TO g 17.4 1" It �•�,;p o--cl I uurva °O o Cs o4IT SI dJo� MANUFACTURER'S INSTALLATION 9 27.1 1-1/2" I I �c [ p o oo vo 0o I II . �� COdJ�gO o 0.►, RECOMMENDATIONS. I` --- 6. REFER TO IRRIGATION SPECIFICATIONS FOR ' -- U 10 ADDITIONAL REQUIREMENTS. O Oi __- 6 BARB X FEMALE THREAD CONNECTOR: I ♦ I 1 -I tO PLANT MATERIAL O ♦ T z RAIN BIRD XFD-TFA FITTING I I ♦ — , F,I o - ��j' O SUBTERRANEAN EMITTER BOX: - MBCA T-17 QUICK COUPLER - , f7 - " RAIN BIRD SEB 7XB 0 N"BLANK DRIPLINE TUBING: RAIN BIRD XF SERIES _ I FINISH GRADE ra I I O FINISH GRADE / -SPRAY N H LAWN GRADE GRADE-FINISH SHRUB BED Ni--,,.,:,':'i� VII ,-L 4, -- #5"ROUND ROUND,PLASTIC TNG VALVE BOX Ir 8 BARB X MALE THREAD CONNECTOR: -SCHEDULE GRRAD.STREET ELLS [ L I;_ 4L WI(2)CLAMPS ELMHURST� O y"AIR RELIEF VALVE: O RAIN BIRD XFD MA FITTING It TO BIRD ALL ARV-12 <�\ \� ST.DEDICATION TO BE INSTALLED AT HIGH POINTS IN O PVC TEE CONNECTED TO PVC HEADER DRIP ZONE PIPE I 1{' I I FLEXIBLE'FUNNY'PIPE �; .\� ESI `i: MARLEX STREET ELLS 1 (Length as Required) \ �' 1 SCH.80 PVC RISER 1 O$ Y"X%"PVC REDUCER BUSHING 10 3"MINIMUM DEPTH OF I) I SCHEDULE 40 P.V.C.STREET ELLS \r, l,l. %"WASHED GRAVEL II.I I :IT -LATERAL PIPE I _3 SCH.80 PVC TEE OR CLASS 200 P.V.C. �- \\ ELBOW IRRIGATION PLAN BRICK(1 OF 2) " `— i l MARLEX STREET ELL rue. IRRIGATION PLAN 5. AIR RELIEF VALVE IN XFS DRIPLINE 6. POP-UP SPRAY SPRINKLER 7. QUICK COUPLER VALVE SCALE:1"=20' PHASE NTS SCALE:NTS s.LNn- LD 2.00 • W ij EO o o NOTE CHECK LEGEND 0 0 VVV V r i u I P4 u '1 1FOR SPA REQ. \\/\_\I// ail/ // ww+r�ww., rr ww 1 ..,'q1( �\ LOCATION OF ,i/ :eoo,ao ;; 1 1 0 /a cCATION OFEa I.( �. /;-% ...628111.4(11011..14611/111.464.6.,' t I ✓ / \1I IJ\`1I_ \\ RLSNT TYPICAL III �ooj \ - ii. =/ !lI - , I W Qe \ �f�� � ��� wNii�il�s Z o° c fort!! W 6 Tf.ti W41 �� ( lQL+1Q U GROUNDCOVER PLANTING DETAIL y✓ 1i to-, kr d 0 sQALE.NT ✓- Iry ai3 „7.+ :fotoi '. PLANT ROOT BALL (�, .x.41.24 42:, ,w•M� / P/ O 1�1 z•DEEP RAINWATER ••�_- ., - ®<sz •� �;' � IA* MULCH TO GRADE. 4 BARK MULCH AS COLLECTION BASIN ® �. - Y, S 'dy SPECIFIED V. +_ • _ ����ry}}}yry}} gg W fir �nan DARED PLANTING !�u t p�O iF i1t e6 t t .'t 0�i'� 1�I1' ,:::::1411t....11!�TualH;;;044,;•;•:,70.1•10.` Sim 3? ,e.° 441*Iii: I1111 ]I® -�EXISTING SOIL `A/, I' - I- coMPAcrep ,IOD Od_, ®9 t ,���/; L-':UFFERY7�_-_. PLANTING SOIL G� ;,jam* ikoe:.2:�Watt_ �d'-1: "1 i Vt Dotes�C,� __- - �.* __ -- .___-1�7!obi!1 1!Tip4. 4 . iI4t a I!ty''•�, • 0Al�•1WO TIMESRDOTBALL SIZE ` \ bid tb •MPACTED IIS �� ,° + j j v� Ilk SHRUB PLANTING DETAIL L-1 BUFFER GRAVEL 114111 ' !�!�, ++++ .61.0"4,1*) \t r;- SHRUB NTS PATH filar +�i�,i . 0.-#14714';','''.:1'721.',,7"'1; ®?H fd' ir iprf1i "d', TO 1 �r-! �.)leo OREGON 5 gilli - se'1:41!— IFE A' t ...co 0,4 1 L-1 BUFFER 4111: 1:� bi O A&1 MACDONALDF .:/ �II% e°' R NY, L. IPWQ. We" Tv 1 atipit .•.�aj14� ,.�I1�1 ANDERSON �l�`% L-2 BUFFER /,I ie1 DABROWSKI pF:�' i� �� ARCHITECTS lop, 4lig�0h ...„..,-05-, ''J$' LLC T r r 11 Al.111 x1'0. iii+� +++'ftteil+ 4 1 + oy ✓.QIII, as`c, d+++..�Lt* Portland Office: / t* r t�' 1430 SE 3rd Ave,Ste 200 Ilf ,+Oi'�>'a �'Ml / S \4 rt I __-- PF(503)239-732704 T:(503)239 7377 IZ. tTI Iy74' S1:1`O� 7jT111 /N�!dp i A= \—/ \ /, " I www.ADarchilects.com ELMHURST ST.DEDICATION I - O LANDSCAPE PLAN-On Site Phase 4 P °w ° 00 s t n RED ROCK CENTER BUILDING C SW 721E3 AVE AT SW DARTMOUTH ST PLANT NOTES: PLANT LEGEND-On Site Phase 4 TIGARD.OR 1. REMOVE UN000 TS PRIOR rRr NATIVE SPECIES 11. IF TREE ROOT BALLS ORE LARGE ENOUGH SYMBOL NAME QTY. SIZE NOTES SYMBOL NAME QTY. SIZE TYPE PLANTS AND ROOTS PRIOR TO PLANTING.ADD 50% THAT THEY REQUIRE HOLES IN THE LOCK•LOAD COMPOST AND BLEND WITH 50%NATIVE WALL GRID.CAREFULLY CUT INDIVIDUAL 202 FOOT TREES SHRUBS LOCALLY FOR EACH PLANT AND TREE PLANTED. SQUARE HOLES FOR TREE PLANTINGS.ONLY CUT CONSTRUCTION DOCUMENTS GRID.LINE TREE'WELL.WITH ACER CIRCINATUM 5 7,8'HT. 3 TRUNK MIN. ABELIA x GRAND.'KALEIDOSCOPE' 10 15-18" CONTAINER Re.mloAe: 101301.16 2. IN SOME AREAS OF THE SITE,SOILS MAY HAVE ONE oALL TOE FABRIC TO HOLD PLANT BED SOILS. Vine MapleKaleidos a Abelia BEEN DISTURBED BY PART FILLING AND/OR GRADING INSTALL PREPARED PUNT MEDIA TO FILL WELL TOA „ COP -�"`-\ 08.213.16 ACTIVITES IN THESE AREAS SOILS MUST BE DEPTH OF 2 FOOT. =p ACER RUBRUM'BOWHALU 2 3"CAL. B&B ARBUTUS UNEDO'COMPACTA' 25 5 GAL CONTAINER PREPARED APPROPRIATELY FOR PUNTING. Bowhall Maple ® Dwarf Strawberry Tree REMOVE FIL AND OTHER NON•SOIL5 INCLUDING 12. EXCAVATIONS AT LOCIOLOAD WALL SHALL NOT ACER RUBRUM'SCARSEN' 2 3"CAL. B&B BERBERIS THUNBERGII 37 15-18" CONTAINER ASPHALTAND PACKED GRAVEL. BE DEEP ENOUGH TO EXPOSE EITHER THE BOTTOM apt EDGE OF TOP TIER OF'STONES.OR THE BASE OF 0-_ Scarlet Sentinel Maple C Crimson Pygmy Barberry NEW PLANTINGS SHOULD BE INSTALLED THE WALL MAINTAIN A MINIMUM OF 2'OF COVER BY ACER'WARRENRED' 7 3"CAL B&B GAULTHERIA SHALLON 40 3 GAL. CONTAINER BETWEEN FEBRUARY/5TH AND NOVEMBER 15TH. COMPACTED SUB GFADE WITHIN ONE FOOT OF WALL 0 Dere: 05.03.18 EDGE Pacific Sunset Maple Sala! 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM CERCIDIPHYLLUM JAPONICIM 7 3"CAL Single stem MAHONIA AQUIFOLIUM 40 24-30" CONTAINER wale: DEPTH OF 3 INCHES AND IS INCHES IN DIAMETER. 13. CONTRACTOR SHALL USE CARE WHEN {e> WORKING AT LOCK+LOAO WALLS.ANY DAMAGE 0ELTT ro Katsura 4'branch height min. Oregon Grape PlolerL NO.: ADu1s4/3zs117 s PARKING SPACES AVAILABLE. THE WALLS SHALL BE BROUGHT IMMEDIATELY TO CORNUS x KOUSA'RN 30-8' 9 2"CAL Tree Form a MAHONIA AQUIFOLIUM COMPACTA 23 2 GAL. CONTAINER PARKING TREES REQUIRED: THE ATTENTION OF THE GENERAL CONTRACTOR. Venus Dogwood matching branch height Dwarf MahoMa File Name. PARKING TREES PROVIDED' 18 TO THE OWNERLL BE MAGE TO THE WALL AT No cosi ��er CUPRESSUS SEMP.'GLAUCA' 9 7'-8'HT. BOB w PENNISETUM A.'LITTLE BUNNY' 124 1 GAL. CONTAINER Drawn By. BR/LMB 6. MITIGATED TREES: ® Blue Italian Cypress Little Bunny Dwarf Fountain Grass NATIVES 13 REMOVED/16IN DESIGN 14. PUNT BEDS NOT ASSOCIATED WITH AChecked By: LMB ORNAMENTALS:19 REMOVED/74 IN DESIGN LOCK+LOAD ALL SHALL BE 3'DEEP TO PROVIDE0 OT PENNSYLVANICA'RUGBY' 16 21/2"CAL.B&B Q PHYSOCARPUS OPU US'JEFA 37 5GAL. CONTAINER ADEQUATE ROGOT GROWTH AREA FOR TREES AS Prairie Spire Ash First Editions Amber Jubilee Jubilee Ninebark 7. UNLESS OTHERWISE INDICATED.MITIGATION REQUIRED BY THE CITY OF TIGARD. PARROTIA PERSICA'VANESSA' 2 2"CAL. BOB 4 PIERIS JAPONICA'RIVER RUN' 43 18-24" CONTAINER ...dam APP..,: CALCULATIONS REFLECT ovEEN.SITE Vanessa Persian Ironwood Specimen River Nymph Lily of the Valley Shrub DEVELOPMENT AS APPROVED BY THE CITY OF 15 USE STRUCTURAL SOIL AND OR PREPARED TIGARD,PD.201... PLANTING MEDIA WHERE INDICATED ON PLAN TO OSA PSEUDOTSUGA MENZIESII 3 7,8'HT B&B Q PIERIS JAPONICAK!' 15 15-18" CONTAINER PROVIDE 1.000 c.F.NET SOIL VOLUME FOR Ulf Douglas Fir Tiki Lily of the Valley Valley Shrub B. PLANT MATER IAL ON EAST SIDE OF 70TH WIDESPREADING TREES,AND 600 C.F,NET SOIL At. THUJAPLICATA 3 8-10'ht. B&B a POLYSTICHUMMUNITUM 83 2GAL. CONTAINER AVENUE WAS NOT INCLUDED IN MITIGATION VOLUME FOR SMALLER SCALE OR COLUMNAR TREES CALCULATIONS AND IS TO BE MAINTAINED BY PER CITY ARBORIST'S COMMENTS ON 9'15/15 AND %V Western Red Cedar Western Sword Fern OTHERS. 3/15.11. TSUGA MERTENSIANA 5 6'-7'HT. Single leader 7"l PRUNUS L.'SCHIPKAENSIS' 25 3 GAL. CONTAINER INSTALL ROOT BARRIER ATLOCK+LOAD WALL i6. INSTALL C.U.STRUCTURAL SOIL PER t Mountain Hemlock 1✓ Skip Cherry Laurel -BETWEEN THE BULB AREA AND COUNTERFORT FOR MANUFACTURER'S SPECIFICATIONS,BOTTOM OF ZELKOVA SERRATA'VILLAGE GREEN' 4 3"CAL. B&B 0 RIBES SANGUINEUM 46 5 GAL. CONTAINER DEPTH OF 3 FEET'SEE DETAILS.COORDINATE STRUCTURAL SOIL SHALL BE 3'BELOW FINISH GRADE O Village Green Zelkova Red Flowering Currant WITH THE GENERAL CONTRACTOR AND WALL AREAS SHOWN TO RELIEVE STRUCTURAL ENGINEER ON SITE. SOIL. O SARCOCOCCA H.var D.'PURPLE STEM' 18 2 GAL. CONTAINER 10. PLANTINGS INAT-GRADEPLANTERS ALONG Purple Stem Sweet Box LocK«LOAD'WALLS SHALL Be ST SPIREA JAPONICA'YAN'PP#21,615 87 18-24" CONTAINER Double Play Gold Spirea INSTALLED 3'BEHIND THE INALL GROUNDCOVERS&VINESVIBURNUM DAVIDII 24 3 GAL. CONTAINER * •SHRUBS INSTALLED 2'BEHIND WALL O David Viburnum te ire AJUGA REP TANS EST 1 GAL 18"O.C. VIBURNUM TINUS'COMPACTUM' 18 5 GAL. CONTAINER \1 Bugleweed W Spring Bouquet Laurustlnus ARCTOSTAPYLOS UVA-URS/ Ala 1 GAL. 113.0.C.'• Kinnlckinnick N HEMEROCALLIS STELLA DE ORO EST 1 GAL. 18"0.C. Stella de Oro Daylily �I,/ /:;; NIAIn 1 GAL. 18"O.C. 1:�:j%� MAHO CTCepinAg REPTMahon NS Street Rile: LANDSCAPE PLAN- LONICERASEMP.'JOHN CLAYTON' 2 2 GAL. Staked PHASE 0 ON SITE I''' John Clayton Honeysuckle SFae1NV LD 3.1 • • • 1- -----1 N r-1 7- II 10 2)0517 0 W I'i (I i E' '' 0 5 vERT6.33'o/c © X1 ; tlirZ Am ll T 1a I 3' 3 I{ 4 6 d NEW B'CM BLOCK%II W 1I �I r p ,j I) �% 3�a HOR1z LL=- 3' (1 Illi �_m - I. ' U ���/a�.� .,e- .4l I 1 3 �1 T DRILL a EPDXY PER SIMPSON L 1ril JLt — — J �J EXISTING Ivji , I-, GRT'T3'ECELL INTO SOLID llF�r���YY1 GROUTED CELL t HI h! L 0 T CSIM t'!'1�?� rl 4$0G W/ •4 e34'o/c /E)B'CMU WALL,--..,) I 1 EACH WAY MAX HT 5 0 f-# 11 ii'CLR TOP), FROM TOP CF BDG. © 3 TRASH ENCLOSURE 'B' PLAN .l 1 .� W ® 53.4 U•1-0 fr-r. )5 VESTS s3z'o/c ___ ® S l { a 1 _ ©S - ' i___ 5 DOWEL.EACH VERT ��St � `F'�h '11 1 El 1 El , 1 11 ILn. 1___1 I___. L__1 1___1 L_J L.J I ' B^--.-. • BARS%SEEGENE'R LR , •• --- --''' G- �� J I —--- + FINISH GRADE _ NOTES,SHEET 51.1, 11Ope� P7 .AW ry I 'I• I rzv nrs.�zr a��a -J' _ I _ I ..., ll Aft [ 1 "' 1--1---r-----i F — —I—'—'- Jr 11 I. Int 1 1 C r; NORDLING STRUCTURAL il ENGINE�ERS,a,LLC I PARTIAL SITE PLAN 2 TRASH ENCLOSURE PLAN 0TRASH ENCLOSURE 'B' 5 TRASH ENCLOSURE - B ANDERSO0. 1rtN 53.4 01/5, 53.4 '44''''-m' `..10 53.4 '''''-m' DAB ROWS K I ARCH ITECTS r---1 • LLC al3)•4 CONT IN.II HANDRAIL,BY 0514E55 a 4) 5'CMJ WALL HANDRAIL,BY OTHERS II: 5 VERTB e33'EXTEND z'-6'ITOP OF CONCRETE WALL. 3 11! Portland Office: 1430 SE 3rd Ave Ste 200 ill L Portland,OR 97214 ll (3)4 CONT 0)•4 CONT III T(503)239-7377 p (, FINISH GRADE 0� 9 F1)SE GRADE • HNJDR4IL,BY OTHERS ( )239-7327 A rz)v HORIz r TDP r F 503 23 8�/ MID HIEGHi ?� I I ; 0)•4 CONS Al I'�. It GRADE JJ p 5 vERTB.32'o/c pJ ,1. � ... }- www ADarchtects.corn aB'CMWALL `I •a.I3'v/c ,I.'7 9 •4.16'o/c HORIZ 9 �/ �I r4 sl6'o/c HORIZ ' CV•4 CONTFINISH GRADE PER'''" on eeorev uw. r4.11'o/c "� }� 11I• z } " RED ROCK CENTER n s a a n6•o/o HORrz L 9�g }, t ''. -z BUILDING= 5 1 �.. 9 .I 'I TIWRD.OREAT SW DARTMOUTH ST �F1 I: \�4 5 DOWEL.EAC"VERT I V v SDG.0TIGHT { DRAIN/FREE 9 {°y WALL J{I ✓'11 { CONSTRUCTION DOCUMENTS DRAINING BACKFILL d `, ( (a)4 LONGIT 0F 5 11 Revisions: • 4 I o/c TRANSV m 111AZI x� .R. ' � . ,1{' ® Plaid Order 4 105.16 DRAIN/FREE 111. 777 0 (3)•4 CONT^ FINISH GRADE • DRAIN BAECKFILL FINISH GRADE I DRAINING BACKFILL FINISH GRADE +' DRAINING BACKFILL . } gr } •�•••: lb)V LONGIT ..I' ,�• l3)•4 LONGIT I (4)•4 LONGIT 1 0' M 3'-T' ! 1'4Z ` -0' 4 CS'o/c TRANS,/ r4.IB'o/c TR/WSV _, —' r4 eIB'olc TRANSV Srale. 31 Mar.er2016l 1 1 fu1PmjeR No.: I5-30B(AD 05183) 1'4P' PI 3'-4' 9' II 3'-I' 16'MI 1-4' F'a Nama'. 53.4 Trent Encloeur. n ax Y JHW Check.BY: JEN 9 RETAINING WALL 1 DETAIL a DETAIL N DETAIL io DETAIL 53.4 X'''''-0' 53.4 '4'1'4' 53.4 "••.v-0' 53.4 '''''-m' 53.4 "•.•'.-m. T a Sheet 1i1e O,LNSI-1 ENCLOSURES 50 S3.4 B