Plans (11) 6[,€ ,?,,Ut L - SG
76,619 Sw &e 7'�tGu7Lj
/ / . dc
, / ...- WALL - z—a 1.-.
_ ,, WALL A
.,,l N MEET
7
, i/ / l
' PriA1614111111611111 '.- - 1 fi''--' \A
-- N511. 1V 7
N
WALL G a i% . ., V-- MI ,,,g 0 FAMIIIIIII"-'''m --1....: : , ,i
1 1 I..1.U.: ad mom _ ,.. rm.._ _/sum lot \.....ilir i ;4. 'A '''
AIR, - !1411111111111.1t
,5,4_,,,ilim__ - __ew Ar .1
:A.iiii:::::7:::
:ii A g
p , ,_ 11 I - - `\\A
_ -- ,,,,,,t„•:
t,>r
ile_ �� _ _..i ,h,� ��
uifili? i 4.--..'''-'-...,-) ,
.� /rif 1:11: .
°161111 �u-44._ .. R. .i. _ Wadrt• ' lt!iI=nnminn1_-V
.,/:__ m,--,-4,1%., :.N1i„.,... , .7. 17•4...i.i.„„1,4i,i,1„riiiI;:,..„1, ..b1ntiwriaa__I_Er# i
,\\ +;,;Its...
J t))
11
,ife ,
,...\ . , „ 11, :, _ • ,
16: , WALL F
IIA N
J
it\ _ o,u _ I
.______ it, , ,,,____ . ___
�� ice► - --__ W
WALL 3 WALL 3 WALL C WALL
REV. DATE EJL 90�SUBMiiiAL DESCRIPTION
A 6/2012 EJ e - MSE WALLS COVER SHEET RW-0.0
� ��.._
!n! ngIc9e!! ' p 1DESGNEDBYL,v ORM' N TIGARD RETAIL CENTER GGNE0KTH
e q 0.1 DATE MARCH 0,z
ERIC J. \� JOB No. 62105032
4103 SE IN59-3281 ONAL WAY,SUITE 300 PORTLAND,OREGON 97222 ACRD N0. DRAWING N0.
PH.(503)659-3281 FAX.(503(659-1187 f 67(POIES:I=- (�7sQ.4 TIGARD OREGON SHEET NO. 1 of 7
PART 1 GENERA' a. SIZE: 4 INCH BY 18 INCH BY 11 INCH(101 MM BY 1 FOOT BEYOND THE FACE AND BACK OF THE 3. SOIL DENSITY TESTING IS NOT REQUIRED WITHIN 3 FEET
1.1 SUMMARY 457 MM BY 279 MM)MINIMUM. REINFORCED ZONE OF THE WALL. SUBGRADES SHALL BE OF THE REAR EDGES OF THE FACING UNITS.
OF A CONDITION COMMENSURATE WITH THE DESIGN 4. SMOOTH AND LEVEL OR SLOPE THE BACKFILL AS
A. WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, b. WEIGHT: 40 POUNDS(18 KG),NOMINAL. PARAMETERS AS SPECIFIED HEREIN. ANY SOFT OR INDICATED SO THAT THE GEOGRID LAYS FLAT.
LABOR,EQUIPMENT, AND SUPERVISION FOR CONSTRUCTOR c. COLOR: CRAY. UNSUITABLE AREAS SHALL BE EXCAVATED AND
OF MECHANICALLY STABILIZED EARTH(MSE)WALL SYSTEMS REPLACED OR STABIUZED SUCH THAT THE SUBGRADE F. GEOGRID PLACEMENT:
IN ACCORDNACE WITH THESE PLANS AND SPECIFICATIONS C. STRUCTURAL GEOGRID: MIRAFI MIRAGRID 5XT. MEETS THE SPECIFIED DESIGN PARAMETERS FOR 1. UNROLL THE GEOGRID ON THE COMPACTED BACKFILL
AND IN CONFORMITY WITH THE LINES,GRADES,DESIGN, AND D. CONNECTORS: KEYSTONE SHEAR PINS. FOUNDATION SOIL. AND CUT TO THE LENGTH INDICATED.
Y DIMENSIONSTHE SHOWN THEOTHE DRAWINGS'SI OREE AS ESTABLISHED 1. USE KEYSTONE FIBERGLASS STANDARD CONNECTORS TO D.FOUNDATION PREPARATION: 2. PULL THE GEOGRID TAUT TO REMOVE SLACK IN THE
BY OWNER OR OWNER'S ENGINEER CONNECT THE GEOGRID TO COMPAC FACING UNITS AND 1. OVER-EXCAVATED AREAS OF THE SUBGRADE AND GEOGRID AND AT THE CONNECTORS.
1.2 RELATED SECTIONS TO SERVE AS AUGNMENT AND SHEAR CONNECTORS LEVEUNG PAD TRENCH SHALL BE FILLED IN MAXIMUM 3. STAKE OR PIN THE GEOGRID NEAR THE END TO
BETWEEN FACING COURSES THAT DO NOT REQUIRE LOOSE UFTS OF 8 INCHES AND SHALL BE COMPACTED
A.SECTION 01456 -CIVIL ENGINEERING CONSULTANT(CEC) MAINTAIN ALIGNMENT AND TENSION DURING FILLING.
QUALITY ASSURANCE GEOGRIDNC RSPERCFACIN USE TWO FIBERGLASS TO A MINIMUM OF A PERCENT MODIFIED PROCTOR DRY
CONNECTORS PER FACING UNIT. DENSITY IN ACCORDANCE WITH ASTM D 1557. 4. PLACE A MINIMUM OF 3 INCHES OF FILL BETWEEN
B. SECTION 01458-LABORATORY TESTING AND CONTROLS OVERLAPPING LAYERS OF GEOGRIDOWHERE OVERLAPPING
E. FOUNDATION SUBGRADE: MATERIAL SHALL CONSIST S 1 2. OWNER'S GEOTECHNICAL ENGINEER WILL INSPECT THE OCCURS BEHIND CURVES AND CORNERS OF A WALL.
C. SECTION 02300-EARTHWORK FOOT OF GRANULAR FILL MEETING THE REQUIREMENTS OF SUBGRADE SOIL FOR THE REINFORCED ZONE AND
D. 2008 ODOT STANDARD SPECIFICATIONS- VOLUMES I AND 2008 ODOT STANDARD SPECIFICATION 02630.10 LEVEUNG PAD TO ENSURE PROPER BEARING STRENGTH 5. RUBBER TIRED VEHICLES MAY TRAVEL ON THE GEOGRID
II. DENSE-GRADED AGGREGATE SIZE 2"-0, 1 14"-0,OR 1"-0. IN ACCORDANCE WITH THE FIELD QUAUTY CONTROL AT LOW SPEEDS, LESS THAN 5 MILES PER HOUR.
1.3 SUBMITTALS WALL-A-REQUIRES LESS THAN 5R PASSING#200 SIEVE. PROVISIONS SPECIFIED. TURNI
NG OF VEHICLES
ICLES S ULOT HE BE AOIDDD AND TO PRE EVENT
F. UNIT CORE FILL AND LEVEUNG PAD: MATERIAL SHALL E. LEVELING PAD: CONNECTED WALL FACING UNITS.
A. SAMPLES: TWO SAMPLES SUBMITTED TO TERRACON CONSIST OF GRANULAR FILL MEETING THE REQUIREMENTS !, DIMENSIONS: 6 INCH MINIMUM THICKNESS. 24 INCH
CONSULTANTS OF EACH COMPONENT INCLUDING: OF 2008 ODOT STANDARD SPECIFICATION 02630.10 MINIMUM WIDTH. 6. TRACKED VEHICLES SHALL NOT BE OPERATED DIRECTLY
1. GEOGRID: 8 INCH BY 11 INCH OF EACH TYPE REQUIRED. DENSE-GRADED AGGREGATE SIZE 1"-O WITH THE ON THE GEOGRID. A MINIMUM OF 8 INCHES OF FILL
2. MODULAR CONCRETE FACING UNIT: FULL SIZE FACING ADDITIONAL FOLLOWING REQUIREMENTS: 2. SURFACE OF LEVEUNG PAD SHALL BE SMOOTH AND COVER OVER THE GEOGRID IS REQUIRED FOR OPERATION
UNIT OF EACH TYPE REQUIRED. 1. MAXIMUM OF 5 PERCENT PASSING A NO. 200 SIEVE BY HORIZONTAL BOTH SIDE-TO-SIDE AND FRONT-TO-BACK REINFORCEDOF TRAC ZONE.CONSTRUCTIONKED VEHICLES IN THE
WEIGHT. TO ENSURE THE FIRST COURSE OF UNITS AND
3. CONNECTOR: EACH TYPE CONNECTOR. SUBSEQUENT COURSES ARE LEVEL 7. PLACE GEOGRID SHIMS ON THE FRONT FLANGE OF ALL
4. SOIL MATERIAL: MINIMUM 70 POUND SAMPLE OF G. REINFORCED BACKFILL: MATERIAL SHALL CONSIST OF 3. VERTICAL STEPS IN THE LEVELING PAD SHALL BE EQUAL FACING UNITS CONNECTED TO GEOGRID AS INDICATED OR
AND/OR TESTINGSTANDARD SPECIFICATION 02630.10 DENSE-GRADED PROPOSED MATERIAL FOR USE GRANULARFILL MEETING THE REQUIREMENTS OF 2008 W07 TO THE HEIGHT OF THE MESA UNITS OR MULTIPLES OF AS SHOWN IN THE TENCATE MIRIFI CONSTRUCTION AND RESULTS OF SAMPLE MATERIAL. AGGREGATE SITE 1"-0 AND 2008 ODOT STANDARD THAT HEIGHT TO PROVIDE UNIFORM SUPPORT TO QUAUTY CONTROL MANUALOVERLYING UNITS.
B. MANUFACTURER'S CERTIFICATE: CERTIFY PRODUCTS MEET SPECIFICATION 00596.11(G)MSE GRANULAR BACKFILL,WITH G. TOE FILL
OR EXCEED SPECIFIED REQUIREMENTS. THE FOLLOWING ADDITIONAL REQUIREMENTS: 4.2 CONSTRUCTION 1. AREA IN FRONT OF LEVEUNG FOOTING AND LOWER
1.4 QUAUTY ASSURANCE 1. MAXIMUM OF 5 PERCENT PASSING A NO. 200 SIEVE BY A.CONSTRUCT MODULAR CONCRETE RETAINING WALLS IN FACING COURSES SHALL BE FILLED AND COMPACTED
WEIGHT. ACCORDANCE WITH THE DRAWINGS AND TENSAR EARTH BEFORE THE WALL IS CONSTRUCTED ABOVE 5 FEET HIGH.
A.MANUFACTURER QUALIFICATIONS: MSE WALL SYSTEM TECHNOLOGIES CONSTRUCTION AND QUAUTY CONTROL 2. TOE FILL SHALL CONSIST OF RETAINED BACKFILL PER
COMPONENTS MANUFACTURED BY TENCATE MIRAFl AND ITS H.RETAINED BACKFILL SHALL CONSIST OF GRANULAR MANUAL.
LICENSEES AND BY COMPANIES APPROVED AND AUTHORIZED MATERIAL MEETING THE REQUIREMENTS OF 2008 ODOT SECTION(2.2 H) THS SHEET. TOE FILL SHALL BE
BY TENCATE MIRAFl. STANDARD SPECIFICATION 00330.14 SELECTED GRANULAR B.FACING UNIT INSTALLATION: PLACED IN LOOSE UFTS OF 10 INCHES AND SHALL BE
B.INSTALLER QUALIFICATIONS: FIRM WITH DOCUMENTED BACKFILL, 1. PLACE FIRST COURSE OF MODULAR CONCRETE FACING COMPACTED TO A MINIMUM OF 95 PERCENT MODIFIED
ILOW PERMEABILTY CAP: FILL MATERIAL SHALL CONSIST OF UNITS ON THE LEVEUNG PAD. PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM 0
I.EXPERIENCE OF AT LEAST FIVE PROJECTS OF SIMILAR A MINIMUM 20%PASSING THE U.S. NO.200 SIEVE AND A1557.
CONSTRUCTIONECAND SCOPE.AMEINCLUDE BRIEFNUNUMBER
OF MAXIMUM 60 PERCENT SAND. 2. VERIFY THE FIRST ROW OF UNITSONT T LEVEL FROM H.CAP INSTALLATION:
EACH PROJECT AND NAME AND PHONE NUMBER OF SIDE-TO-SIDE AND FROM FRONT-TO-BACK.
OWNER'S REPRESENTATIVE KNOWLEDGEABLE IN EACH LISTED J. TEMPORARY SHEET PILE SHORING TO BE DESIGNED, AND 3. USE A STRING LINE TO AUGN A STRAIGHT WALL. 1. INSTALL THE CAP UNITS BY BONDING THEM TO THE
PROJECT. INSTALLED BY CONTRACTOR. ALL SHEETPILE MATERIALS UNITS BELOW USING LEPAGE BULLDOG GRIP PL9000 OR
C. PRE-CONSTRUCTION MEETING: PRIOR TO ERECTION OF AND INSTALLATION EQUIPMENT TO BE PROVIDED BY 4. USE REAR EDGES OF THE FACING UNITS FOR ALIGNMENT APPROVED EQUIVALENT.
RETAINING WALLS,CONDUCT A MEETING AT THE SITE WITH CONTRACTOR.WATERTIGHTNESS OF SHORING SHALL BE AND MEASUREMENT. 2. PLACE CAP UNITS TO ACHIEVE A NOMINAL 1-INCH
THE RETAINING WALL MATERIALS SUPPLIER,THE RETAINING CONSIDERED OR DEWATERING AS NECESSARY TO MAINTAIN 5. SWEEP TOPS OF MODULAR CONCRETE FACING UNITS OVERHANG.
WALL INSTALLER,CEC(OWNER'S ENGINEER),GEOTECHNICAL PROPER MOISTURE CONDITIONED SUBGRADE FOR WALL CLEAN OF ALL DEBRIS BEFORE INSTALLING THE NEXT
) CONSTRUCTION. 3. CLEAR CAP UNITS AND MODULAR CONCRETE FACING II
ENGINEER, AND THE CONTRACTOR TO REVIEW THE COURSE OF UNITS OR PLACING GEOGRID MATERIALS. UNITS OF ALL DEBRIS AND STANDING WATER BEFORE
RETAINING WALL REQUIREMENTS. NOTIFY THE OWNER AND K. ADHESIVE: KEYSTONE KAPSEAL OR APPROVED EQUIVALENT. 6. PULL A STRING LINE AFTER EACH COURSE HAS BEEN APPLYING THE APPROVED ADHESIVE.
THE CEC AT LEAST 3 DAYS IN ADVANCE OF THE TIME OF SET TO ENSURE MAINTENANCE OF THE WALL'S
THE MEETING. 4. USE STRING UNE OR FLEXIBLE PIPES TO AUGN CAP
PART 3 DESIGN CRITERIA GEOMETRY.REFERENCE THE STRING UNE FROM THE
UNITS.
PART 2 MATERIALS CONNECTOR SLOT, THE EDGES THE INTERIOR VOID,
I. TOLERANCES:
2.1MANUFACTURERS 3.1 SURCHARGE LOADING OR THE REAR EDGES OF THE FACING UNIT.
A. ACCEPTABLE MANUFACTURER: TENCATE MIRAFl: TENCATE A. A 250 PSF TRAFFIC SURCHARGE LOAD WAS CONSIDERED ON 1. VARIATION FROM OVERALL WALL BATTER MEASURED
PLUS OR
GEOSYNTHETICS NORTH AMERICA,365 SOUTH HOLLAND DR., WALLS WHERE APPLICABLE. C.GEOGRID CONNECTION AND CONNECTOR INSTALLATION: BETWEEN TOP AND BOTTOM OF THE WALL:
PENDERGRASS,GA 30567. ASD. TEL: 706 B. A 50 LB/FT HORIZONTAL FENCE LOAD WAS CONSIDERED ON MINUS 1/8 INCH PER FOOT,MAXIMUM.
TEL: (706)693-2226 1. UNROLL GEOGRID AND CUT TO LENGTH INDICATED.PLUS
WALLS WHERE APPLICABLE. 2. HORIZONTAL AND VERTICAL AUGNMENT: 3/4 INCH PER
FAX (706)-693-440D WEB SITE: WWW,TENCATE.COM DISTANCE BETWEEN FRONT FACE OF THE UNIT AND THE
B. ACCEPTABLE MANUFACTURER: MODULAR CONCRETE FACING 3.2 HYDROSTATIC DESIGN FRONT OF THE CONNECTOR.CUT GEOGRID RIBS 10 FEET EXCLUDING VARIATIONS DUE TO FACING UNIT
UNITS: APPROVED KEYSTONE COMPAC UCENSEE OR AN A. WATER SURFACE ASSUMED TO RISE TO WITHIN IMMEDIATELY IN FRONT OF THE TRANSVERSE BAR. SHAPE OR SPLIT FACE IRREGULARITIES.
AUTHORIZED MANUFACTURER OF THE KEYSTONE RETAINING APPROXIMATELY ANDLY 8 INCHES TGROUND SURFACE AT TOE 4.3 FIELD QUAUTY CONTROL
WALL SYSTEM. CO WALL AND BEARING CONDITIONS TAKE INTO ACCOUNT THIS 2. PLACE THE GEOGRID ON THE FACINGPER UNIT.EINSERT THE
CONDITION. CONNECTOR PIN THROUGH THE APERTURES OF THE A. THE CIVIL ENGINEERING CONSULTANT(CEC)SHALL PERFORM
C. ACCEPTABLE MANUFACTURERS: FIBERGLASS PIN B. WALL DRAINAGE DESIGNED SUCH THAT NO UNBALANCED GEOGRID INTO THE SLOT IN THE UNDERLYING UNIT. OR APPOINT A GEOTECHNICAL ENGINEERING AND MATERIALS
CONNECTORS: COMPANIES APPROVED AND AUTHORIZED BY HYDROSTATIC PRESSURES ARE EXPECTED TO DEVELOP PULL THE GRID SNUG AGAINST THE PIN. HAMMER THE TESTING FIRM TO PERFORM INSPECTION AND TESTING IN
KEYSTONE. BECAUSE PLANNED DRAINAGE MEASURES INCLUDE DRAIN PIPES, CONNECTOR INTO THE SLOT. ACCORDANCE WITH SPECIFICATION SECTIONS 01456 AND
D. SUBSTITUTIONS: NOT PERMITTED. HOLES, AND FREE-DRAINING BACKFILL. 3. FOR THE KEYSTONE COMPAC SYSTEM. TWO STANDARD 01458, WHICH WOULD INCLUDE:
3.3 DRAINAGE CONNECTORS ARE USED FOR EACH FACING UNIT: 1. FOUNDATION: EVALUATION OF SUBGRADES FOR FILL
2.2 MATERIALS A. SURFACE AND SUBSURFACE WATER SHALL BE COLLECTED a. POSITION THE GEOGRID LATERALLY ON THE UNIT AND MSE UNIT PLACEMENT.
A. SYSTEM DESCRIPTION: MODULAR CONCRETE RETAINING AND DIVERTED AWAY FROM WALLS DURING AND AFTER SUCH THAT BOTH PINS OF EACH CONNECTOR ARE 2. FILL PLACEMENT: COMPACTION TESTING OF BACKFILL;
WALLS CONSIST OF A MECHANICALLY STABIUZED EARTH CONSTRUCTION. DRIVEN INTO THE TWO CONNECTOR SLOTS IN EACH
SYSTEM OF ENGINEERED BACKFILL REINFORCED WITH 3.4 DEWATERING MAY BE NECESSARY AND SHALL BE PROVIDED FACING UNIT. a. PERFORM IN PLACE COMPACTION TESTS IN
GEOGRIDS THAT ARE POSITIVELY CONNECTED TO MODULAR BY THE CONTRACTOR PER SPECIFICATION 02300. ACCORDANCE WITH ASTM 0 1557 AND D 6938.
CONCRETE FACING UNITS. b. IN THE NEXT COURSE,CENTER EACH FACING UNIT
OVER THE TWO UNDERLYING UNITS SUCH THAT THE 1) LEVEUNG PAD TRENCH: A MINIMUM OF ONE TEST
B. MODULAR CONCRETE FACING UNITS: UNITS CERTIFIED BY AN PART 4 EXECUTION RPS OF THE PINS EXTEND UP INTO THE VOID OF THE PER 100 FEET(30 M)OF TRENCH.
INDEPENDENT LABORATORY TO MEET ASTM C 1372 AND 4.1 PREPARATION OVERLYING UNITS 2)SUBGRADE SOIL: A MINIMUM OF ONE TEST PER 50
SPECIFIED ABSORPTION,COMPRESSIVE STRENGTH AND
DIMENSIONAL TOLERANCES. A.DO NOT BEGIN INSTALLATION UNTIL EXCAVATION, c. INSERT PINS INTO FACING UNITS WHERE NO GEOGRID FEET(15 M)LENGTH OF WALL
FOUNDATION PREPARATION AND LEVEUNG PAD HAVE BEEN REINFORCEMENT IS REQUIRED TO PROVIDE ALIGNMENT 3)REINFORCED BACKFILL: PROVIDE ONE TEST FOR
1. LOAD-BEARING MASONRY UNITS,ASTM C90,NORMAL COMPLETED AND PROPERLY PREPARED. AND RESISTANCE TO INTER-UNIT SLIDING.ORIENT
WEIGHT, TYPE II, MINIMUM COMPRESSIVE STRENGTH OFSTANDARD CONNECTOR FLAGS IN SAME DIRECTION AS EVERY 50 CUBIC YARDS(40 CUBIC METERS)OF
4,000 PSI (27,580 KPA), AND PRODUCED BY AN B. IF SUBGRADE PREPARATION IS THE RESPONSIBIUTY OF ABOVE. FILL PLACED.
APPROVED KEYSTONE SYSTEM UCENSEE; CONFORMING ANOTHER INSTALLER, NOTIFY CEC OF UNSATISFACTORY D.UNIT CORE FILL 3. MSE UNIT AND GEOGRID REINFORCEMENT PLACEMENT
TO NCMA TEK 2-48,SECTION 3.1. PREPARATION.DO NOT BEGIN WORK UNTIL UNSATISFACTORY
2. MAXIMUM WATER ABSORPTION RATE OF 8 PERCENT BY CONDITIONS HAVE BEEN RECTIFIED. 1. PLACE UNIT CORE FILL INTO THE UNIT CORES AFTER 4. DRAINAGE PIPES AND MATERIAL.
WEIGHT. C. EXCAVATION: INSTALLATION OF EACH ROW. B. THE ABOVE FIELD INSPECTION AND TESTING WILL NOT
3. COMPAC UNIT: KEYSTONE. 1. THE CONTRACTOR SHALL EXCAVATE TO THE UNES AND E. REINFORCED BACKFILL: REUEVE THE CONTRACTOR OF THEIR RESPONSIBIUTY TO
GRADES REQUIRED FOR CONSTRUCTION OF THE WALL AS 1. PLACE THE REINFORCED BACKFILL MATERIAL IN MAXIMUM MEET THE REQUIREMENTS OF THE DRAWINGS,PROJECT
a. SIZE: 8 INCH BY 18 INCH BY 12 INCH(203 MM BY SHOWN ON THE DESIGN DRAWINGS. LOOSE UFTS OF 8 INCHES AND COMPACT TO A MINIMUM SPECIFICATIONS, AND MANUFACTURER'S REQUIREMENTS.
457 MM BY 279 MM). 2. TEMPORARY EXCAVATION STABILITY SHALL BE THE OF 95 PERCENT MODIFIED PROCTOR DRY DENSITY,PER PART 5 SPECIAL PROVISIONS
b. WEIGHT: 80 TO 90 POUNDS(36 TO 41 KG), RESPONSIBILITY OF THE CONTRACTOR. ASTM D 1557. 5.1 IF SITE CONDITIONS, PROPOSED WALL GEOMETRY,OR
NOMINAL. 3. REMOVE SOILS NOT MEETING REQUIRED STRENGTH AND 2. USE ONLY HAND-OPERATED COMPACTION EQUIPMENT ASSUMED LOADING CONDITIONS ARE DIFFERENT THAN WHAT IS
c. COLOR: GRAY. REPLACE WITH APPROVED MATERIALS BY THE OWNER'S WITHIN 3 FEET OF THE REAR EDGES OF THE FACING SHOWN OR SPECIFIED IN THESE DRAVANGS, TERRACON SHALL
4. CAP UNIT: KEYSTONE. GEOTECHNICAL ENGINEER. MINIMUM OVEREXCAVATION
UNITS.USE A MINIMUM OF 3 PASSES TO COMPACT THIS BE DES GCN REVISIONS.
IMMEDIATELY TO ASSESS THE NEEDS FOR
DEPTH IS 1 FOOT BELOW THE BASED OF THE WALL AND
cNr
REV. DATE BY DESCRIPTION frc f MSE WALLS GENERAL NOTES RW-1.0
A 6/201 2 EJL 90X,SUBMITTAL
f A31• DESIGNED BY BHS
Terracon �� WALMART#5935-00 DRAWN BY BHS
OR' Y DESIGN BY BTS
14:
TIGARD RETAIL CENTER SCALE AS SHOWN
Consulting Engineers and Scientists °' DATE MARCH 2012
JOB NO 82105032
4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222 ACRD N0. DRAWING N0.
PH.(503)659-3281 FAX(9)3)659-1287 [EXPIRES:12;( TIGARD OREGON BNEET NO 2 OF 7
T
•
•
Z �
PERF DRAIN PIPES / STA O+DO
SEE CIVIL PLAN NOTE. TEMPORARY DEWATERING SHALL BE PROVIDED
SEE CIVIL PLAN FOR BY THE CONTRACTOR. DEWATERING MAY NECESSITATE
OUTFALL LOCATION AND TI
WELL-POINT SYSTEMS DEPENDING ON GROUNDWATER • 1 GRAPHIC SCALE
INVERT ELEVATION CONDITIONS AND THE ME OF YEAR ♦ 20 20 0 5 10
(IN FEET)
_Il
1 I_ 74NCH=20 FEET
liMINIINEF •- Y .1
•
Al14p4� �I0l.1deliM1- •.
Ili ` J
I T 1 �► RETAIL 1
l /;\*.
STA 2+ 9 12,000 SFt
� `` FFE = 176 A
#10,
�iiiini1\\. WALL a \�
ijPP .EF , iiiii \\,,,,_3: •••
i \
nom
0 \
min
•
mm
1 \
111„ . STA 1+96.0 a
90'ANGLE POINT c.3%
.14 STA 2+01.5
V.
STA 0+00
�, �1 •
STA 0+24.5
+ID �POINANGLE_= ^
205 NOTE: ELEVATION VIEW STAWAL2+34 ANGLE POINT 205
200 LOCATION OF MIR AFI 5XT GEOGRID PERSPECTIVE FROM
CAP UNIT(TYP) (TOP.). REFER TO THIS SHEET FOR FRONT WALL FACE STEP DOWN TO MATCH 200
WALL A SEOGRID LENGTHS- 2H:15 SLOPE
195 DIST.=2+53.9 190 190
DIST.=2+10.7 195 STA 1+96.0
DIST.=1+55.2 DIST.=1x83.0 ELEV.=185.q LOCATION OF MIRAFI 5X GEOGRID NOTE: ELEVATION 90• ANGLE POINT
BEGIN WALL DIST.=0+98.2 DIST.=1+26.7 ELEV.=190.0 ELEV.=190.7 / (TYP.). REFER TO THIS SHEET FOR VIEW PERSPECTIVE
DIST=0+00 DIST.=0+70.5 ELEV.-788 7 ELEV.=189 3 185 KEYSTONE COMPAC WALL B GEOGRI0 LENGTHS. FROM FRONT WALL 185
190 ELEV.-186.0 DIST.=0+41.2 ELEV=187 3 ELEV.=188.0- -- 190 BE TIN WALL /UNIT (TYP.) FACE
ELEV.=186 7 DIS .=0+00 - DIST.=2+01.5
_� - - -- CAP UNIT(TYP.)
185 -- ! _ 185 180 ELEV.=176.2 ELEV.=17� 180
DIST.=0+00 `1
ELEV.=183.7 PROPOSED GROUND `PROPOSED •GROUND �NOTE CRUSHED ROCK 175 - 175
180 SURFACE MIN. ONE KEYSTONE COMPAC LEVELING PAD NOT 01ST.=2+53.9 180 - _ _
SURFACE MIN. ONE
FOOT FOUNDATION UNIT(TIP.) FOOT FOUNDATION SHOWN ON ELEVATION ELEV.=-183.7 DIST.=0+00
EMBEDMENT EMBEDMENT VIEW FOR CLARITY. 170 ELEV.=174.5 DIST.=0+43.5 DIST.=0+840 I 1 170
175 SEE DETAIL 9. SHEET 175 ED LI
DI57.=1+23.0 DIST.=7+62.0 1/
GEOCRID LENGTH (L) PERPENDICULAR ELEV.-171.8 ELEV.=171.2
TO BACK WALL FACE ERP.) RW-3.1 FOR DETAILS. DIST.=0+7.5 - ELEV.=170.5
PROPOSED GROUND
170 (_ L=8 FT 170 165 ELEV.=173.8 SURFACE MIN. ONE DIST.=2+02.5 165
L=5 FT - L=7 FT L=10 FT DIST.=0+22.5 NOTE: CRUSHED ROCK LEVELING
t t BLOCK FOUNDATION ELEV.=770.5
BEGIN WALL TO 0+98.2 0+98.2 TO 1+55.2 1+55.2 TO 1+83 TO 2+53.9
ELEV. PAD NOT SHOWN ON ELEVATION
1+83 160 EMBEDMENT VIEW FOR CLARITY. SEE DETAIL 160
I 1 1 I T I I I 1 I 9. SHEET RW-3.1 FOR DETAILS.
0+00 0+50 t.+00 1+50 2+00 2+50 2+25
155 I- 14=6 FT L=8 FT - 155
MSE WALL A PLAN AND ELEVATION VIEW ��CEOGRID LENGTH L PERPENDICULAR
Jl•
0+7.5 TO 0+76.5 0+76.5 TO 2+01 5 (>
TO BACK WALL FACE(TOP.)
I 0 I 1 I 1 I 1
' PLAN AND ELEVATION VIEW NOTES ELEVATION VIEW SCALES 0+00 0+50 1+00 1+50 2+00
•
1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW.SEE 20 0 10 20 10 0 5 10O MSE WALL B PLAN AND ELEVATION VIEW
DETAIL 7 SHEET RW-3.S - --- - -_
2. SEE SHEET RW-3.S AND 3.1 FOR TYPICAL CONSTRUCTION DETAILS. SCALE IN FEET SCALE IN FEET
3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. (HORIZONTAL) AERTICALI
4. SEE SHEET RW-1.0 FOR MATERIAL AND CONSTRUCTION REQUIREMENTS.
ISI 5. WALL ALIGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL.
6. ELEVATION VIEW PERSPECTIVE FROM FRONT WALL FACE.
REV. DATE BY DESCRIPTION . '°_' -"�' MSE WALLS A AND B-PLAN AND PROFILE RW-2.0
A 6/2012 EJL 90'1.SUBMITTAL J�'-
1 Ierrac:cr'i J i' DESIGNED BY OHS
.„...,,.....7„ WALMART#5935-00 DRAWN 3r BBs
ORRAPPW.BY BKTH
HA
Consulting Engineers and Scientists TIGARD RETAIL CENTER SCALE AS SHOWN
9 9
DATE MARCH 2012
4103 SE INTERNATIONAL WAY.SUITE 300 PORTLAND,OREGON 97222 A/,,_ JCB NO. DR WN
PH.(503)659-3281 FM.(503)659-1287 I�reurs4(1;f r` ACAo No. DROWN rvo-
TIGARD OREGON EErrvo 3 OF 7
Liimmiimmiliniminm...........I � GRAPHIC SCALE
Z (IN FEET)
-,
•
yl_. 1-INCH=20 FEET
•
1
• i
.-STA 0,5,3 8
•
/
/ 18'A'N C POINT
\ \ \
�i / Q
GUARD RAIL \ STA 0+0
STA 1+96.0
.A 90'ANGLE POINT / �4111111111i
)
` ST427 ' )/- I �- � %:� STA 2+01.5 •
STA .4
'- - "� ,\ 0+00
%k - STA 0+24.5
�.._ WALL C _ 90' ANGLE
/ ` POINT .
--STA
TA 0'7 1111111 .. 5.,
Ild
/ ` .1111I. I
LOCATION OF WRAF] 5XT NOTE: ELEVATION VIEW
GEOGRIS (TOP.)_ REFER TO CAP UNIT(TOP.) PERSPECTIVE FROM
200 200 185 THIS SHEETFOR
WALL S KEYSTONE COMP AC FRONT WALL FACE
ST.=0+64.5 185
UNIT(TYP.)
DIST=1+92.0 NOTE: ELEVATION VIEW 180 BEGIN WALL STA 0+24.5 ELEV.-175.8 180
190ELEV.=178.6
DIST.=2+01.7 PERSPECTIVE FROM 190 DIST.=0+00 90'ANGLE POINT DIST.=0+75.0
LOCATION OF MIRAFI SOT GEOGRID ELEV.-179.3 FRONT WALL FACE ELEV.=175.8 ELEV.=175.1
(TOP) REFER TO THIS SHEET FOR DIST.=1+80.7 _ DIST.=0+75.0
185 KEYSTONE COMPAC
WALL C CEOGRID LENGTHS. ELEV.=178.01 175 � ELEV.=174.7 175
r DIST.=1+69.5 DIST.=2+34.0 DST.=2+93.9 785 DIST.=0+00 !
BEGIN WALL /UNIT(TYP.) ELEV.=177.3 - ELEV.=773.5 .".=.•,--=-.... -----_ - 2 BLOCK STEP HORI.180 DIST.=0+00 STA 0+538 DIST.=1+60.5 ELEV.=180.0 ELEV.=180.0170 '�` iJ0
AP L'NIT'TYP 18'ANGLE POINT 3 BLOCK STEP HORI.ELEV.=176.0i. `C .) DIST.=1+59.0ELEV.=176.7\ _ 180 s`__ 1 BLOCK STEP HORI. 2 BLOCK STEP HORT
ELEV.=176.3 3 BLOCK STEP HORI.
175 - - DIST.=2+10.0 DIST.=2+93.9175 16521B BLOCKLOCK S STEPTEP H OHORI. ifr
\2 BLOCK STEP HORI. 165
ELEV.=175.7 3 BLOCK STEP HORI_
DIST.=1+95.0 DIST.=2+02.5 ELEV.=177.0 ~� 1 BLOCK
2 BLOCK STEP 0091.- 2 BLOCK STEP HORI.
DIST.-0+00-1ELEV.-774.3 ELEV.=175.0 160 3 BLOCK STEP HORI. STEP VERT. 160
170 // DIST.=1+86.0 DIST_=2+65.5 170 1 BLOCK STEP HORI. (TYP)
ELEV.=773.6 DIST.=0+16.5 PROPOSED GROUND ` / 2 BLOCK STEP HORI.
ELEV.=173.0 NOTE: CRUSHED ROCK LEVELING ELEV.=773.7 ELEV.-176.3 DIST
DIST.=0+34.5 SURFACE MIN. 1 BLOCK PAD NOT SHOWN ON ELEVATION DIST.=1+77.0 155 ELEV.=164.1 DIST.=0+25.5 755
165 ELEV.=172.3 FOUNDATION VIEW FOR CLARITY. SEE DETAIL ELEV.=173.0 165 NOTE- SEE DETAIL 9, SHEET RW-3.1 FOR
EMBEDMENT 9, SHEET RW-3 1 FOR DETAILS. -DIST.=1+69.5 1 BLOCK STEP VERT. (TIP) LEVELING PAD DETAIL NOT SHOWN IN ELEV. VIEW.
150 ELEV.=172.3 160 150
�0+12 TO 0+36 /'0+46.50 TO 0+64.50 150
GEUGOIO LENGTH (L)PERPENDICULAR TO BACK WALL FACE (TYP.)�„ / L=g'
L=6 FT BEGIN WALL TO 2+93-9 L=9 FT I I -L=11 FT I L=7 FT ' IL=S FT
I I I 1 1 I I I I I 1 I KEYSTRIP LENGTH (L)J �
• 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PERPENDICULAR TO BACK 0+00 TO 0+12
0+36 TO 0+46.50
WALL FACE (TOP.) 1
O MSE WALL C PLAN AND ELEVATION VIEW I I I 0I 6a.50 TO 0+7,
0+00 0+ 50 1+00
PLAN AND ELEVATION VIEW NOTES ELEVATION VIEW SCALES MSE WALL D PLAN AND ELEVATION VIEW
1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW.SEE 20 0 10 20 10 0 5 10 -
DETAIL 7 SHEET RW-3.0 Inli
2. SEE SHEET RW-3.0 AND 3.1 FOR TYPICAL CONSTRUCTION DETAILS. SCALE IN FEET SCALE IN FEET
3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. (HORIZONTAL) (VERTICAL)
4. SEE SHEET RW-1.0 FOR MATERIAL AND CONSTRUCTION REQUIREMENTS.
5. WALL AUGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL.
6. ELEVATION VIEW PERSPECTIVE FROM FRONT WALL FACE.
REV. DESCRIPTION ` f
DATE BY l ,
_A6/20,2 EJL 90%SUBMITTAL � - MSE WALLS C AND D-PLAN AND PROFILE RW-2.1
1 ierraC®n '�' WALMART#5935-00 DTPPTOARD OHS
DRAWN 9Y OHS
ORF Nq TIGARD RETAIL CENTER SCALE AS SHOWN
Consulting Engineers and Scientists o.+d'
DATE MARCH 2012
108 N0. 82105032
4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND.OREGON 97222 TOAD NO. DRAWING NO.
PH.(503)659-3281 FAX(503)6594287 trig lIXm/2-a(izitz4 TIGARD OREGON SHEET No.. 4 OF 7
A R•
, 2 (
6
Z
I
I
-62
GRAPHICS 5 , v
05
i ANCL7 INT 6 ,
II (IN FEET) (�\ `i\ \ TA \
I, INCH=20 FEET \� 557-AN4V.0 DINT \ \ DIST,=0+52.5 NOTE- ELEVATION VIEW:
_ - 'P (11
DIST.=0+12.0 DI'C1 'J+165 ELEV-=190.3 PERSPECTIVE FROM
JADRTS:
ALL RADIUS \ L WALI �Y�� ELEV.=189.0 IEV.-189-6 DIST.=0+61.5 FRONT WALL FACE
a.
= 53.5' A L F - �_ 4=166' �� 200ELEV.=789.6200
Ir DISC=0+6-0 DIST.=D+69.0DI;T.=0+ 9.0\ ELEV.=188.3Ei.EV-1 ELEV.=1B9090 3`WALL H _STA C+BO.A195 DIST=0+78.0195
V=1I r/ � � �� tND 166 R4CIUS, BEGIN WALL {ELE 88.3E DIST,= +ta � A - 0 885
/ /� I BEG'N 0 NGL DIST 0+ADUS / / \ 00- 5' I/ STA U+00 POINT 190 ELEV=187 7 _- -- _ + ELEV.=187.7 190
�� // ( -- ��_ - IDIS T.=0+93.0
END WAI1 RADIUS / •
185 DIST.=0+00 � ��� T ELEV.=787.0 185
.
9.0
RADIUS 52' �. -6-• E F_V.=185.3 STA 0+GLE
TA c 93.0 STA 0120.5 753'ANGLE POINT -DIST.=0+93.0
4+ 0
:::
START WALL ELEV.=185.3
LOCATIONOFRAD. 166•BEGIN •_L RAS 'S / 90'ANGLE POINT 180
'��IUS = 52' sANC0 •
/� MIRAFI SXTSTA 0+80.4
Ihh / {� 62 GEOCRID (TYP,) KEYSTONE COMPAC PROPOSED GROUND ENO 166• RADIUS. 175
REFER TO THIS UNIT(r�P) g Cpp BEGIN 140' ANGLE
- oe
SH• EET FOR WALL SURFACE MIN. 1 BLOCK p01NT
/ H GE OGRID UNIT Tv. 170
170 ( ) FOUNDATION EMBEDMENT
SIN WAS c / 1 /)I
/ i-ENGTHS NOTE- SEE DETAIL 9, SHEET RW-3.1 FOR
0+00 7 165 LEVELING PAD DETAIL NOT SHOWN IN ELEV. VIEW. N165
200 200 / / I--'- --'- L=6 FT --
195
LENGTH (L) PERPENDICULAR
LOCATION OF MIRAFI 5NOTE ELEVATION VIEWI . BEGIN WAS. TO 0+405
TO BACK WALL FACE (PYP-)
GEOGRID (TYP-). REFER TO FRONT
PERSPECTIVE FROM I I 1
195 THIS SHEET FOR WALL E FRONT WALL FACE 195 0+00 0+50 1+00 1+25
CWGRID LENGTHS MSE WALL H P(AN AND ELEVATION VIEW
1A 7+089
90 OMPA(, END WALL s
BEGIN WALL -KEYSTONE _ 190 -
DIST=0+00
`' RADIUS
,85 ELEV=180.0T ) UNIT(TOP.) I RADIUS=52'
STA 0+69.0 185
CAP UNIT (TYP 1 PECAN WALL RADIUS
DIST.=1+08-0
180 RADIUS-52 /ELEV.=180.0
'80
�� --DIST.= -08.0
�� A ELEV.=177 7
//) ...� �DIGT.=G+79 5 -,, � RETAIL 2
175 �DIU0+00 `DIST.,0+18.0 ELEV.=1765 DIST.=1+03.5 175 ��,000 ���
ELEV.=177.7 ELEV.-177-0 ELEV-=177-0 /
170 El EU.=17360 \� 170 FFE = 186.5
ELEV-=176.3 NOTE: CRUSHED ROCK LEVELING
PROPOSEDFACCROONS FE NOT SHOWNRION ELEVATION ( ,i x�//
65 W ILARITv SEEDET65 //
S
URFACE MIN. 1
_IOC EMBEDMENT 9, SH RW }.. FOR DETA�.LS O _
'60
I--- L=6 FT__ 150 N \ ¢ 200 LOCATION OF MIRAFI %T 200
NOTE: ELEVATION VIEW
r, ////A 95 GEOIS DHEET FOR REFER TO CAP UNIT(TOP.) PERSPECTIVE FROM 195
5'A BEGIN WALL TO 08 - GEOCR D LENGTH (L) PERPENDICULAR (TOP.),
TO BACK WALL FACE (TYP) FRONT WALL FACE
GEOGRID LENGTHS. I
I I I I I KEYSTONE COMPAC
0+00 0+50 1+00 1+25 I+50 BEGIN WALL
190 DIST.=0+00 190
i
MSE WALL E PLAN AND ELEVATION VIEW UNIT(TOP.)
DIST.=0+40.5
ELEV.=186.5
ELEV.=186.5
185 DIST.-0+40 5 185
200 LOCATION OF MIRA SXT _ 200 OIST. 0+00
ELEV.=183.5
ELEV.=184.8
GEO RIC 'vo
REFER TO
NOTE: ELEVATION VIEW 180 =0 3 180
PERSPECTIVE FROM DIST- + 4.5
195 T S-HEFT *OR WALL F 195 DIST.--OP
OCRIDLENGTHS
,FRONT WALL ELEV=1828
ELEV.=t 842 NOTE: CRUSHED ROCK LEVELING PAD NOT
BEGIN WALE
\ i
190 ELEV.=
0 001
90 175 DIST.=0+9.0 I SHOWN ON ELEVATION VIEW FOR CLARITY 175
ELEV-�ao.3) -STA 0+32 CAP UNIT(rvp-) J
FNU WALL RADIUS, STA 0+00 ELEV.=183.5 II SEE DETAIL 9, SHEET RW-3-1 FOR DETAILS.
RADIUS=53 5'
170 DIST=0+13 SJ PROPOSED GROUND 170
185 ///'KEYSTONE COMPAC 189
- ELEV.=182.8 `SURFACE MIN. 7 BLOCK
[NIT(TVP.) FOUNDATION EMBEDMENT
/ DIST.=0+96.0
180 _ ELEV.=180-3 180 - 165 I- L=6 FT- I GEOGRID LENGTH (L) PERPENDICULAR 165
WA1-I- G BEGIN WALL !O 0+40.5 TO BACK WALL FACE (TOP.)
/ 1 I I 1 I
175 C1+DTE: CRUSHED ROCK DIST.-0+96 5 175 0+00 0+50 1+00 1+25
ELEV'BEGIN 17 SURFACED GROUND
=t 77 3 SURFACE M N 1 BOCK EVE ING PAD SHOWN ELEV=177 3 pp --� MSE WALL G PLAN AND ELEVATION VIEW
W
70 STA 0+00 LOUNDAT'ON EMBEDMENT ON ELEVATION VIEW FOR 7 5Uf ---- - -- - -----
R50105. CLARITY SEE DETAIL 9, 1 0 _
RAD:VS=535' SHEET RW-3.1 FOR DETAILS
165 H- 65 T
-.---... -I_-6 FT- --_._.- �5
STA. BEGIN WALL TO 0+96 �` D LENGTH (L) PERPENDICULAR TA 0,40.G !--1----8..!--1----8..TO BA
TO BACK WALL FACE (TYP.)
I I I I I
0+00 0+50 1+00 1+25 <I-
COz MSE WAIL F PLAN AND ELEVATION VIEW
PLAN AND ELEVATION VIEW NOTES
1. DENSE GRADED AGGREGATE LEVELING PAD NOT SHOWN ON ELEVATION VIEW.SEE ELEVATION VIEW SCALES
DETAIL 7 SHEET RW-3.0 20 0 10 20 10 0 5 10
2. SEE SHEET RW-3.0 AND 3.1 FOR TYPICAL CONSTRUCTION DETAILS. Ilni
3. REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. SCALE IN FEET SCALE IN FEET
4. SEE SHEET RW-1.0 FOR MATERIAL AND CONSTRUCTION REQUIREMENTS. (HORIZONTAL) (VERTICAL)
5. WALL ALIGNMENT STATIONING AND ANGLE POINTS MEASURED FROM BACK OF WALL.
6. ELEVATION VIEW PERSPECTIVE FROM FRONT WALL FACE.
�71Tx YA
REV. DATE BY DESCRIPTION .,v`=° MSE WALLS SAND F-PLAN AND PROFILE RW-2.2
A 6/2TE ELL 909 SUBNI iiAL .7...a.*'
(
lrerracon ' -
v WALMART#5935-00 DESIGNED
BY
BY B a
ORE Y
,6'° TIGARD RETAIL CENTER SCALE BY ATH
Consulting Engineers and Scientists GALE A$SHOWN
TIGARD J V"� DATE MARCH 012
4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND.OREGON 97222 w4' JOB NV. 82,150322
PH.(503)659-3281 FAX(503)659-1287 (EMPIRE&(Z 4'( 2
TIGARD OREGON ACRD NO. DRAWING No.
SHEET NO 5 of 7
uEAB;.�cw
/—FRO=ERIV_I N,
N_N---114 qmPORART SHEET PI.E SHORING RO OED BY
CONTRACTOR DESIGNL C EI.:RD. LWATER
/ .o DWATERT/OH-NESS D S. D O,TATc R>SCRES.
wAL
\ --M D /'R F ER OP OF WAl TOP OF SIDCWALK/ARCH TECTGRAL GONGRE IE
=7( / VE OE ES SLOWLY ,AY UNI
INv0 D5 RCVGVA-. _ -- o a
O SE E 0 0 I
1.
n UN
_ _ _ C .A E I.
! P S O L
K
R)fKAC 2 . (OMP C \VIII.
( S( ) DR ,, AND PROFILE CEOGRD(SEE PA AND RO _FOR
MB6DMLNI NG.) AND � V>ic< �F NATION. ocA aN.AND FMBFDMFrvI FROTH) �Y�§/vvXi
\Y/'\v/ VERTICAL GRIP)PAL NL 2 - '/' />;
�w�� y'T BLOCKS(Irv) I. v T�i
? //vi wnu HECHr vARIEs v�
(sEr,HHTS -2.O '� (SEF SHEETS Rw zD 1111
7 �w� U//
FO, IGwTS) �RF IAINEO y//jy/j\Ti 0 2�EGOR PIAN . REINFORCED //RETAINED� V'\^/�\/ :
RE oRCEO / /. L SNL :40/5\\';11 w// �v
MI`, MN OIL % / 5,:‘,/.4.,,-/„„ I.
�/ M N �/\// \/�/
F - F r EE Er RW 0) /�// �j\��Vj/ (SFE SHEET Rx 0) %//�\///4t/\//l
a. w- ^l,ERW3C .DIA. RMRAED 4GD FVC /\\/j T\/\\�j\�/\\ FINIS.SRADE HEIGHT a'OA yr RFORATED 70,>;//4/:
/ //�///j�//\\
.-P-A; v -- --� ) )NNE ED o z c D ,/V/v �j/ SEE CN'L OA 'SEE DEAL 6i. //O/�wO/vv vv/
FEP ES o FT.o �+E / \//�///v// �a Rco Pvc coNNEaEo TO MINI uvv/ u�i F
II v v, �s Eo Rw3.o //>\0/j. ,>,./).
\ 5[E DETAIL 6 SHEET RW3 iY\ __�� 2 CH DWMEIER WEEP PPES AI \\ �,�1
\ I /''',.,‘,,/,</\,.. ''''\4‘,4,
/\ 0 ON CENTER SCE DETAIL 6 SHEE RWSI /\\//\\//\\//\
VAR,ES
t- -__. WE L-PE IVATE RING SYSTEM.NOLL JIM:
NEEDED INCLUDED
IN OB DED EMBEDMENTTO �� _-- N /
MN CEOGR-6�E5 GN LENGTH \ � A T PONT VZ.S, SCOUR-ID DESIGN LENGTH L /yj\/j
FOOT G -- \/�\ // N \/\%/\ ///\\/
EMBEDMENT ALONG } - 4,,,, Q/ �M' /��Ni/ /�T�/�>�TY Oi
WALT A ALIGNMENT - — /N ,!vi BID_ SEE SPEC Dzsoo. FOR DFPrHS) v � ��� �
IffirAllighrter
Ex Sr N',,ROUND }/ y//I• •/•///eS/ Ex Sr rvG GROUND E • • •, •. • • R • • • • • •
//./ 1 f/•I-///i RETAINED BACKFILL
•..•.,•,i•. 0...•. lI.4...•..•,•,t :•,•AM II,•.;t,
0.ETANED T W LL—/ EL.N PAD
HE',E W 0 4 SE OE LS) /J t• / // `EE E 0 LEVEL'G PAL \
FOR SE-C' A ON 1 £e' t ±• �. _. UR T OM (SEE DE .S) \ V NMU
OVETEXJ. 5 BGRANE Al!2 5-,` FOUNDA"ION SOLE '1_ —OV EF BELOW BAH
SUBGRADM MOF
B PVC S BEDDED N DRAIN FOOT BELOW BASE 0 L' 0 ETRE FOOT BELOW BASE WALL FOR ENT.RE
/ OCR CtEM OUTS 00 CEOGRO ,_ENG, D 0 BEYOND E - VA*IO VI-1V RW TO TO 22- �l OCRD LEN°' AND FOOT BEYOND
TEE E EVA CN! W Z.0 J ERVAV�.aER CIVIL PIAN FOR IE FACE 0 D?AC 0 GEOG D JR BO ., EL_VAT�ON FACE OF WALL AND BACAHA OS CHARD.
FOR BOT"M-I FART TON MNMU ,,,VER,ELEVATION%2.5 REP ACE WITH COU NDATON S0..PER REREHVACCE WITH ON SHEET RS T OIL HEM
BFI OW MV NISH GRADE A�BASE OF WALL SPECIFICATIONS ON SHEET- -10
l
TOPICAL CROS- -_CIION WALL A -/\ TODNEARON SO .— 2TYPICAL CROSS SECTION WALLS R. D, C,AND H
NOT TO SGAIF NOT TO SCALE - - -- -—
!DISTANCE VARIES
EE CIV
I PIANS FORLOCATION
4—CHAIN LINK FENCE(SEE DETAIL 5 THIS SHEET)
/I
GUARD RAIZ (SEE DETAIL 5 THIS SHEET)
2.AxIMHV)SLOPES I j 1
EDGE OF CURB
UP OF WALL TOP OF PARKING LOT
CM u � IIIIIII'I�I
III■ _ DISTANCE VARIES SEE CIAL
ONPAC U
KEYSTONE---- IIIA, _�- PLANS FOR LOCATION
CNIT •
GEOORE,(SEE PLAN MD PROFILE FORI. -\��/\'�V~�
—E.EVAn0N,LOCATION,MD EMBEDMENT IENOTH) /���//� TRAILING(SEE DETAIL 0 IRIS SHEET)
VER,A,°RD SPACING 2 V"TT / CT
BLOCKS(IVP) A�>, Thi
VARIES //7 /!�/ TOP OF WALL
(SEE SHEETS RW-2 TD 2rEIGHOTS)PLAN I.
1. 6"MIN. (S REINFOER1ERw-ID� REI SORD,��/\ �\////i\/ SEE LSHEETS RAI 2E0 KEYSTONE = CAP UNIT „ o TOP OF SIDEWALK/ARCHITECTURAL CONCRETE
1.1
WAL
HEIGHT
FINISHED GRADE MIN.HEIGHTI. 6'DIA.PERFORATED / '\�\/�\% ( TO 2.2 FOR PLAN COMP.UNIT fi MIN RENFORCED'
SEE CIVIL PIANS EE DETAIL 6 RIGID PVC CONNECTED TO MINIMUM /e//$' HEGHTS) MN. EGlli —■ FILL
S \\/\%\ /\\y/- ENSHED GRADE SEE DEAL 6 (SEE SHEET RW I.0)
SHEET RW J. m=tw, 2-INCH DIAMETER WEEP PIPES AT //�/\\// ` SEE CIVIL PLANS SHEET RW5.1 7_`�
10 FT ON CENTER SEE DETAIL 6 SW• S ^ \� F I. DA.PERFORATED RIGID PVC
EMBEDMENT VARIES �/� III■ //U////\\, EMBEDMENT VALVES
V�j\Y 7
Rw S20 EE SHEETS
%\\Y\�Y%^�III■ .GEOCR10 DESIGN LENGTH
..L.......Y/~//�%%y/u\/ FORE DEPTHS)-- — • �j\Y/\\Y/� ?•.CEN CENTER R.EEE•CTN,II.S.,EETN:31•.,•..• 2RSOILED
IRw 2 0 TO 2 �.
-OR DEPTHS` �'—� ,,/_\/// .
EXISTING.,,ROUND � / • • • • • 4 - Ex _-- •n• •.• • • • • ATA •-• • • •ia
RETAINED
EE SHEET RW-1 0
EDTSEE NOSHTE BCR`10 'EVELING PAD-' / n •FOUNDATION•0• �j• • • •-•l \-OVEREXCAVTOE SUBGRA WCL FOR NOR T FOR SPECIFICATION / (SEEDETAILS)/ H0 •OUNDATON SOL•, f�,1�2•�.�•�1� •�FOOL BELOW BASE OF WALL FOR ENT
•,;\\Ir\.• • t..,•...•AIIn.,•,;•..Mte,t. et,•, • •, 555---���
FOR SPECIFICATION (SEE OE)AILS OVERT%CAVATE SUBGRADE MINIMUM OF
00 BELOWRASE 0 SEE ELEVATION VIEW RW-2.0 TO 1 2 IRE
SEE ELEVATION VIEW Rw-2.0 TO 2.2 GEOGRID LENGTH AND I FOOT BEYOND GEOGRID LENGTH AND I FOOT BEYOND
TOR BOTTOM ELEVATION FACE OF WALL AND BACK OF CEOGRID. FOR BOTTOM ELEVATION FACE OF WALL AND BACK OF CEOGRID.
REPLACE WITH FOUNDATION SOIL PER REPLACE WITH FOUNDATION SOIL PER
SPECIFICATIONS ON SHEET RW-I.0 SPECIFICATIONS ON SHEET RW-1.0
TYPICAL CROSS SECTION OF GRAVITY WALLS
Y',ICAL CROSS SECT ON WALLS C, E AND F \r_
T �a/ NOT'0 SCALENOT TO SCAL "'.....7";',, "1,1 .....'-A.i6LTI lIs.
REV. DATE BY DESCRIPTION
1 F { RW-3.0
A 62012 EGL 90Z SUBMITTAL
,�- MSE WALL TYPICAL SECTIONS
lrerracon J1719 DESIGNED BY BHS
mac, WALMART#5935-00 DRAWN BY BHS
ORF. Y APPVD.BY ETH
° TIGARD RETAIL CENTER SCALE NOT TO SCALE
Consulting Engineers and Scientists ° o, DATE MARCH2c12
RIC J.0* LOB NO a21 x32
4103 SE INTERNATIONAL WAY.SUITE 300 PORTLANB OREGON 97222 ACRE NO. DRAWING NO
PH.(503)659-3281 FAX(503)659-1287 IEXPR Ap-;fI-CILI TIGARD OREGON SHEET No. 6 OF 7
„LACE ADDIGNA, PIECE ocRID
WHEN ANLL ,< D'; 70 3 J 0''N FI IL REOUIREE BETWEEN
IIIA OVERLAPP'NG CFOCR,D FOR EROPER
5' OF 01 r LL H QUIRE FiE TWFETi \\\\\\\\\\\"III IIYYIIIII� 'W■'I�II�IIIIIIII����/�/ // ANCHORAGE (i�'P.)
�� �Ip�'1 IIIA NIINIII,II/ „ DDIrIONAL ceocwD ovLREAh KEYSTONE COMPAC UNI
,)O FHAPPI I1 GFOC21 FOR PROPEP \,"�\\\\\V II� 1/ 1 / / EXTEND WAII Hr lt;Hl 7
AN;HORAG- ;TSI AU IIINIIN'/i�� A;) i',GNAI 'IRAINAGE FILE aROPO AI�,� CUT BLOCK TO FIT AROUND PIPE
�pAAAA` ';'',VI� cxtND WALE .,FI;E- /z \ AND =ILL INT,- NON _HR;NK GPO f
A^D ONA-URA NA„E \ r. !` %r••.,j� 111111111111111111111111111111111IIIIIIII�IItllll l�1lll111l�l
_,`END NALL I6,” / -+ ,\ / _ 111111111111111111111111II \
_ N. .. �.HA / _= iiiiiiuuiuu uii uui
NA;,E �I�u�lull. ..
\� `�.. .� —=_ _ .;i. I T rri I
=_ _ — = DVAINAL_ I LO i*El -- IIIIIII IIIIIIIIIIIIIItlllllllllllll MA T
• /11411111111111111111 -. IIIIIVIIIIII'IIIIIIIII;::IIll:;I OKD `H MANA I'-,RFa RI,.hAnyTDV; RAIN PIPE
,. IIII11IIII�I
muuuml�nu°I 1-11 ... II a ;1 111' r1 Ir 1 .,ILII: I III I ,c
dlllll'411
I ; ;
�I-l:'I� I I' T!.. CORNER UNTS HEI;OMM_NDEU FOR OUTSIDE
�, II°'I';��,� L JRNFRs Avnu ABF nY MAY vnar I.
No_E
(.11F cK W rH MANUFACTURER EC.F ICATIO NS a.
N ;)R4.1'..,T DIRECTION JF r tI N'ATON FOR •
,.EOGR D TO OB-AIN RHO2 k ',-R,
\--1 LVELINO PAD
OF )GRID INSTAL LATIC^i ON CURVES 2` GEOGR1 S NS TA, ATION A J`<NLR'. --- _ - ---_-- - - -_----
6 DRA PIPE OUTLET DE AIL
)f r0 SCALE
E_-/ NOT TO SCALE \ _ / NOT TO SCALE
BASE LEVELING PAD NOTES:
1. THE LEVEUNG PAD IS TO BE CONSTRUCTED WIDTH:MICAP18” 1111111111 1111111111 E 3 - 8"CAP UNIT 4”CAP UNIT
OF CRUSHED STONE PER SPECIFICATIONS ON DEPTH: 19" 2 4"CAP UNRS OR
SHEET GC-1.0. HEIGHT: 4 LEVEUNG PAD
2. THE BASE FOUNDATION IS TO BE APPROVED WEIGHT: 50 LBS 1111111111 1111111111
BY THE SITE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT OF THE LEVELING PAD. -.\ IIIIIIIIIII IIIIIIIIIII 1111♦111♦—��M �__-
KEYSYfEM 1 UNIT �-'—� _____
WIDTH: 18.. i2„ 1M1♦t
DEPTH: 12" / •-L y� 1111111111 1III""' 1MM��_ 5�����
���� N�N I��'7 il I♦M
WEIGHT. 90"LBS ,<,�.i31 A.3 ArIArIA�IAV��/l_V _____IM
".44-g1'1'[ ..--='[`'.:[
i I
u I'I ELEVATION 8" STEP
Ita �,,� 11111111111
T 7'4T�r
-_ � I � ` OP OF WALL STEPS
�, i.:`T�-' I'7 V 'I ''/ 1I 1'I 8. 12" I1
!5 III 1 5 .1 ( ) NOT TO SCALE
,�Ia•. J m% a9_ -._. a.
j�wr.. IO ii 1 = 1_x.11.11
.: UNIT FACE s®ti7 I '
wt" 11�11�� 1.=.�1.-11
�EOGRIU IS TO BE PLACE ON LEVEL BACKFILL AND 11=n�11.11�11�11AT4.11.
8"THICK LEVELING PAD II#IL-IIII=n=I1#n#11#11P11
EXTEND OVER THE AND ETEASS PINS_ PLACE A S UNIT, ._.IL=I1.-11-?11.-11F-IL=..IL.11...
\ PULL GRID TAUGHT AND BACKER L_ STAKE AS REGURIEU
(a KEYSTONE UN'T/LEVELING PAD 24"
SF�TION
NOT TO SCALE
3 GRID Ao PIN CONNECTION 9 I VELING PAD DETAIL
cc-OR NOT TO SCAT E
3' MIN NOT TO SCALE �' 1 5' RAIL DESIGN AND INSTALLED BY
I.5 FENCE DESIGN AND INSTALLED BY 1— J :" 0 . ARCHITECTURAL DETAILS S FOR
MIN _OTHERS. SEE CIVIL PLAN
i
(MIN) OTHERS 3 I ):I A) SLOPE- 8"
GUARD RAIL POST TOP OF WALTC - 3 - --- CONCRETEIARCHITECTURAL
8-MIN. {�
AP uwT ELrvAnoN
Min MPERMEABLE"ON Re?r_ L NNr, 111
N --- ADH WEDDED W:PE FARE I■
1n�� n 3' (MIN) -. GIOGRID 7^[r N
RIPS .- --/ .------.'.- 12"± c5.•
FORM WITH APPROVED CYUNDER AND "- O + V
BACKFILL OR CONCRETE KEYSTONE REFER TO TYPICAL CROSS _REQUIREMENT
V COMPAC UN "� --- AT RACK ILL OF WA DRAINAGE REQUIREMENT LL KEYSTONE COMPAC UNIT
MSTALL FENCE POSTS WITH SLEEVE-17
LINERS AND BACKFILL WITH CONCRETE --4--
"
{ f- --�-- 1.INSTALL CONCRETE ANCHOR INTO SIDEWALK AND BOLT
KEYSTONE COMPAC UNIT _ I 18" RAIL IN PLACE WITH GALVANIZED ANCHOR.
1. BACKFILL OR
PIRCCONCRETE GUARD RAIL
POST ELS
CROSSSECT,0N TYPICAL RAIL. DETAIL
-
IO KEYSTONE COMP AC NOT TO SCALE
5 TYPICAL GUARD RAIL DETAIL �-- PORTLAND CEMENT CONCRETE SWALE
C NOT TO S ALE
NOT TO SCALE � NOT TO OCALE
REV. DATE BY DESCRIPTIONMSE WALL DETAILS RW-3.1
A 6/2012 LJL 90E SUBMITigL '
lierracon
�lll DESIGNED BY BHS
vc WALMART#5935-00 DRAWN BY BHS
ORF N APPWBY NTH
�^ TIGARD RETAIL CENTER SCALE NDTTDs°AB
Consulting Engineers and Scientists o,+ DATE MARCH 2.2
°OIC J.01. JOB NO 82105032
4103 SE INTERNATIONAL WAY,SUITE 300 PORTLAND,OREGON 97222ROAD NO DRAWING N0.
PH 15031659-7281 FAX(5031659-1287 IFJ[P1L15:12 3 1
//2-(4 TIGARD OREGON SHEET NO. 7 op 7