HomeMy WebLinkAbout1.4-6419 Ph 1 Record Drawing-
CITY OF BAKERSFIELD
INTHF COUNTY OF KERN STATE OF CALIFORNIA
Block Wall Construction Plans
TRACT 6419 -PHASE 1
GENERAL NOTES
1. WALL: HEIGHT VARIES (SEE PLANS)
COLOR: TO BE DETERMINED BY OWNER
CAP: GROUTED
DESIGN WIND: 70 MPH
2. ALL STATIONING DATA WAS CALCULATED FROM CENTERLINE, OFFSETS ARE TO THE LANDSCAPE EASEMENT.
3. HEIGHT OF WALL SHALL BE 9'-0" MAX. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE.
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT RIVERTON STREET
AND/OR ENGINEERING & SURVEY SERVICES.
6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER ON A ONE TIME ONLY BASIS. ALL OTHERS WILL - - _ - - - - - - - - - - - --
BE
-BE CHARGED OUT ON AN HOURLY BASIS.
7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TOA ---
DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
8 WATER
NG. ALL OTHER SURFACES ABOVDE THE FOOTING BSHALLCBETSEALEDTWITH PORTION
BELOW
LOTPADS RDE DOWN
SURFACE SHALL BE PER 1997 ONLY AS
"AQUA -SEAL', OR APPROVED EQUAL. I - - - - - - - - - - - - -
PRAD 0 DEL REY COURT
9. EXPANSION JOINTS SHALL BE CONSTRUCTED AT MAXIMUM 96 FOOT INTERVALS. EXPANSION JOINTS SHALL BE FREE OF
ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP OF WALL. Iti T F-1
10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB, AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO i A TIRRA MERIDIAN WAY
GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2 INCH, +/-1/8 INCH. ALL
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE
ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR
PIECES SHALL BE DONE WITH SAWCUTS. REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF THIRTY -INCHES (30"). I p
1.4
11. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. L-
V
RIVIERA DEL SOL DRIVE
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF
CONFLICT WITH UTILITIES EXISTS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BYSN
HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION.'
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE
CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. -- ---
14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY i ' ARENA BLANCA WAY
WORK PERFORMED WITHIN EXISTING ACCEPTED STREET' RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, �
A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND
INSURANCE SHALL BE POSTED PRIOR TO ISSURANCE OF THE PERMIT.
i
15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 INCHES. ANY FORM WORK
NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16 INCHES ' ; MAR AZUL WAY
OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
16. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY MANUFACTURER Ln
MANUALS, TO CONTROL EXHAUST EMISSIONS.17. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE _ _ _ aizj _ _ __rmn
_ _
EMISSIONS ASSOCIATED WITH IDLING ENGINES. SHEET 2 TORTUGA DEL MAR DRIVE
18. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. OOL
19. FUGITIVE DUST EMISSIONS FROM ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY
UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE STABILIZED USING WATER, CHEMICAL STABILIZERS/SUPPRESSANTS,
COVERED WITH A TARP OR OTHER SUITABLE COVER, OR PLANTED WITH VEGETATIVE GROUND COVER.
20. FUGITIVE DUST EMISSIONS FROM ALL ON-SITE UNPAVED ROADS AND OFF-SITE ACCESS ROADS SHALL BE STABILIZED
THROUGH THE USE OF WATER OR CHEMICAL STABILIZERS/SUPPRESSANTS.
�..._ _
21. FUGITIVE DUST EMISSIONS FROM ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT
AND FILL, AND DEMOLITION ACTIVITIES SHALL BE CONTROLLED BY APPLYING WATER OR BY PRESOAKING.
22. WHEN MATERIALS ARE TRANSPORTED OFF SITE, ALL MATERIAL SHALL BE COVERED OR EFFECTIVELY WETTED TO LIMIT I 51T 1-C{'Q(w4 ......
VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM HE TOP OF THE CONTAINER SHALL
BE MAINTAINED. 3'+
Ar
�_..
23. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC
STREETS AT THE END OF EACH WORK Y SUFFICIENTE OF TO ROTARY THE RUSHES
VIS BLE DUST EMISSIONS. OHI
BITED EXCEPT
WHERE PRECEDED OR ACCOMPANIED BUSE OF BLOWER U-19� fIo 11I 4'S �
DEVICES IS EXPRESSLY FORBIDDEN). 4z
24. FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED WITH THE APPLICATION OF SUFFICIENT WATER OR CHEMICAL -
STABILIZERS/SUPPRESSANTS WHENEVER MATERIALS ARE ADDED TO, OR REMOVED FROM, OUTDOOR STORAGE PILES.V5i
25. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. ►tl PD. JzOt>
26. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND PARKS
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE.
CITY CONSTRUCTION INSPECTION DEPARTMENT 326-3049
PARKS DEPARTMENT 326-3117
27. PRIOR TO INSTALLATION OF ANY SIGNAGE, THE SUBDIVIDER SHALL SUBMIT TWO COPIES OF THE SUBDIVISION
IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION
17.60.11O(N). ONE COPY OF THE SIGN PLAN SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL.
SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIAL, LIGHTING, ANCHORAGE, AND LOCATION OF SIGN(S).
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. SHEETINDEX
28. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND/OR REPAIR OF EXISTING IRRIGATION EQUIPTMENT AND
PROTECTION AND/OR REPLACEMENT OF EXISTING PLANT MATERIAL. ALL REPAIRS AND REPLACEMENTS MUST BE 1, COVER SHEET
COMPLETED BY A LICENSED LANDSCAPER. IN LIEU OF THE USE OF A LICENSED LANDSCAPER THE CONTRACTOR WILL BE
RESPONSIBLE FOR SUBMITTING AN IRRIGATION MODIFICATION PLAN FOR REVIEW AND APPROVAL BY THE PARKS DIVISION
PRIOR TO ANY REPAIRS OR REPLACEMENT TAKING PLACE. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBLITY TO 2. PLAN AND PROFILE CALLOWAY DRIVE
INSURE THAT ALL EXISTING PLANT MATERIAL THAT IS AFFECTED BY THE WALL CONSTRUCTION ACTIVITIES RECEIVE AN u _ `
ADEQUATE AMOUNT OF WATER TO INSURE HEALTHY PLANT GROWTH DURING THE ENTIRE CONSTRUCTION PHASE /�\ Wp� Lv� - I�iy� O"
ZSR CA�tt.0 �i lw„G.'
KEY MAP
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UE
200' 0 200'
SCALE: 1"= 200'
BENCH MARK
"Top of concrete monument at the intersection of Snow Road and Quail Creek
Road, also the North 114 corner of Section 8, 29127 Elevation = 401.06
Ne tC.C.G.F D-&. 41%. Pg. 22 A� Tr. X09 WIA4 ptahc
VIUNI I Y MAr
NOT TO SCALE
GENERAL STRUCTURAL NOTES
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
SECTIONS OF THE UNIFORM BUILDING CODE (UBC) 1997 EDITION.
AND KERN COUNTY DEVELOPMENT STANDARDS, LATEST EDITIONS.
FOUNDATIONS
A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE
OR THE SOILS REPORT PROJECT NO. B1005-12-01 DATED 01/10/06
BY GEOCON INLAND EMPIRE, INC. GEOTECHNICAL CONSULTANTS.
1. REINFORCING: DEFORMED ASTM, A615, GRADE 4
2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150
3. AGGREGATE: ASTM C-33
4. WATER: CLEAN AND DRINKABLE.
B. CONCRETE MIX DESIGN FOR FOOTINGS AND WALL GROUTING
1. CLASS B CONCRETE, 2500 PSI ® 28 DAYS
2. 5.0 SACKS OF CEMENT (MIN.) PER CUBIC YARD
3. 1 1/2" AGGREGATE (MAX.)
4. 4' SLUMP (MAX.)
C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90
2. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER
B. MORTAR
1. STRENGTH: TYPE S, 1200 PSI ® 7 DAYS AND 2500 PSI ® 28 DAYS
C. GROUT:
1. STRENGTH: 1500 PSI ® 7 DAYS AND 2500 PSI @ 28 DAYS
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS
AFTER GROUTING PRIOR TO PLACING OR SELLING ANY FURTHER BLOCK
COURSE THEREON.
ENGINEER'S.. STATEMENT,
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES,
STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER
REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR
VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
REVIEWED BY:
APPROVED 13 f
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aTRAFFIC ENGINEER DATE
PUBLIC WORKS DIRECTOR
S2 D
DATE
PUBLIC WORKS DIRECTOR -CITY OF BAKERSFIELD DATE
RAUL M. ROJAS, R,C.E. 39880- EXP. 12-31-07
BEMIM EXCAVATING
CALL • ETSA
1-800-227-2800
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FILE NAME:
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SCALE: HORIZ. 1"=40'
VERT. 1"=4'
SHEET NO.:
2 OF
REVISION Q APPROVED BY:
3KAN, : 51;L of lS`
MATTHEW J. BARNES DATE
RCE NO.: 79145
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4AAN P. SHAW DATE
RCE NO.: 32178
410
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390
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",TRACT,NO.* 64''19 PHAS NO. 1
GALLOWAY BLOCK WALL -
17+00 _ _ 18+0 — — 19+00_ _ _ 20 00
BLOCK WALL PER SHEET 2
OF APPROVED PLANS CALLOWAY DRIVE PHASE 2 WALL
SEPARATE F
10+00"" 11+00
1
9`� OGS' FG BLOCK WALL ALIGNMENT
1 AT EAST FACE OF WALL
1
1
RETENTION BASIN
1
12+00
N 13+00
REVISED SECTION
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10+00 11+00 12+00 13+00
BENCHMARK
&TOP OF CONCRETE MONUMENT AT THE INTERSECTION
OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE
NORTH 1/4 CORNER OF SECTION 8 29/27
ELEVATION = 401.06' U.S.G.S. DATUM PER K.C.S.F.B.
1152, PG. 22 AND TR. 5909 STREET PLANS
BASIS OF BEARING
THE BEARING OF N00°52'25.7" E SHOWN FOR THE WEST
LINE OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP
29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE &
MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF
KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURVEY
INVESTIGATION MAP 7-1, BOOK 6, PAGE 50, WAS USED
AS THE BASIS OF BEARINGS SHOWN ON THIS MAP.
NOTE TO OWNER AND CONTRACTOR
THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF
WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE
PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING
FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE
OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM
OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR
ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH
COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD
KNOPF HAD PERFORMED THE STAKING WORK.
ENGINEER'S STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY
WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE
ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR
ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY
ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD,
AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
m
390
380
14+00
TOP OF FOOTING: 396.50—FT
VILAN11 Y mRr
NOT TO SCALE
CMU RETAINING WALL NOTES:
1. DESIGN IS PER CALIFORNIA BUILDING CODE (LATEST EDITIONS AND CITY OF BAKERSFIELD PUBLIC WORKS AND BUILDING DEPARTMENT REQUIREMENTS. DESIGN PER
ATTACHED CALCULATIONS. MASONRY f'm=1,500 PSI (SPECIAL INSPECTION REQUIRED).
2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
A. REINFORCEMENT SPLICES SHALL BE AS SHOWN ON DRAWINGS AND SHALL BE 60 BAR DIAMETERS MINIMUM U.N.O. STAGGER ALL ADJACENT HORIZONTAL
SPLICE POINTS 6 FEET MINIMUM. ALL LAP SPLICES SHALL BE WIRE TIED BOTH ENDS. ALL REINFORCING SHALL BE SECURELY HELD IN THE PROPER PLACE,
BEFORE AND DURING GROUTING.
3. FOUNDATION CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. ® 28 DAYS. DESIGN BASED ON 2,500 P.S.I. (SPECIAL INSP. NOT
REQ' D)
4. CONTRACTOR SHALL OVEREXCAVATE A MINIMUM OF 1—FOOT BELOW THE FOOTING AND BACKFILL AND COMPACT TO 90% RELATIVE COMPACTION OR PER THE
PROJECT SOILS REPORT, DATED DECEMBER 12, 2013 BY KRAZAN AND ASSOCIATES, INC., WHICHEVER IS GREATER. ALL SOILS TESTING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT AND BUILDING DEPARTMENT. CONTRACTOR
SHALL NOT POUR THE FOOTING UNTIL ALL COMPACTION TESTING HAS BEEN APPROVED BY THE CITY OF BAKERSFIELD PUBLIC WORKS AND BUILDING INSPECTORS.
5. CLEAR SPACING FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE STATED ON THESE PLANS.
6. CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE.
A. GROUT SHALL ATTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND COMPLY WITH ASTM C476.
B. MORTAR SHALL CONFORM TO C.B.C. AND ASTM C270 TYPE S. MIN. 28 DAY COMP. STRENGTH SHALL BE 1,800 P.S.I., MIN.
C. ALL MASONRY UNITS SHALL BE ASTM C90 GRADE N (I OR II), AND SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. MASONRY f'm=1,500 PSI MIN. UNLESS
OTHERWISE NOTED ON THE PLANS.
D. TYPE II MASONRY UNITS, IF USED, SHALL NOT BE MOIST, AND SHALL BE AGED SUFFICIENTLY TO ACHIEVE CLIMATIC BALANCE.
E. SET ALL MASONRY UNITS PLUMB, TRUE TO LINE, AND LEVEL U.N.O. ON THE DRAWINGS. LAY UNITS IN FULL HEAD AND BED JOINTS OF 4 ' THICKNESS.
STRIKE OFF EXCESS MORTAR FLUSH WITH FACE. FOR ALL EXPOSED JOINTS, WHEN THUMBPRINT HARD, TOOL TO OBTAIN A DENSE, UNIFORM CONCAVE JOINT.
CLEAN MORTAR FINS PROJECTING MORE THAN ONE—HALF INCH FROM INSIDE CORES, AND REMOVE DROPPINGS FROM BOTTOM OF CELLS PRIOR TO GROUTING.
F. GROUT WALLS ONLY AFTER MORTAR HAS CURED 24 HOURS. WALLS SHALL BE GROUTED IN 4'-0" MAXIMUM VERTICAL LIFTS. ALL WALLS SHALL BE
GROUTED SOLID (FILL ALL CELLS SOLIDLY) U.N.O. ON DRAWINGS.
G. ALL GROUT SHALL BE VIBRATED INTO PLACE WITH A PENCIL TIP VIBRATOR.
H. KEY GROUT POURS BY HOLDING TOP OF GROUT 1Yi' BELOW TOP OF BLOCK. DO NOT STOP GROUT LIFT AT REINFORCED BOND BEAMS.
7. VERTICAL CONTROL JOINTS SHALL BE AT PILASTERS.
8. COMPACT BACKFILL TO 90% RELATIVE COMPACTION OR GEOTECHNICAL ENGINEER'S RECOMMENDATION, WHICHEVER IS GREATER. HAND COMPACT BACKFILL IN
MAXIMUM EIGHT (8) INCH LIFTS A DISTANCE EQUAL TO RETAINED HEIGHT BACK FROM FACE OF WALL. RETAINED UNDISTURBED NATIVE SOILS NEED NOT BE
COMPACTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING OF COMPACTED FILL.
9. WHERE RETAINED GRADE IS 2—FEET OR GREATER, CONTRACTOR SHALL PROVIDE 12" WIDE DRAIN ROCK WRAPPED IN FILTER FABRIC FOR WEEP HOLES AS
INDICATED ON THE SECTION VIEW. TOP OF DRAIN ROCK SHALL BE A MIN. OF 12" BELOW FINISHED GRADE.
10. ANY AND ALL TESTING REQUIRED BY THE CITY OF BAKERSFIELD SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
NOTE: SEE APPROVED WALL PLANS FOR TRACT 6419 PHASE 1 FOR GENERAL NOTES.
MORTAR CAP-
8"x8"x16" CMU
BLOCK WALL
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NOTE: MIN. (TYP.) - a . e 4 • 4 d. .
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Q' d a 3" J.D BEND (hi'P,)
NOT CONTAIN ANY INCOMPRESSIBLE MATERIAL (EX. GROUT OR MORTAR) d . e d d -4 a ° ¢ °_ a a nd °
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CALLOWAY TRACT 6419
LANDSCAPE
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b — — — — — — — — — COMPACTION OR PER GEOTECHNICAL
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RETAINING WALL SECTION
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PLOT MACH 24, 2015
JOB NO.:
130190.01
FILE NAME:
30190 -RETAINING WALL-RCALLOWA
SCALE:
AS SHOWN
SHEET NO.:
2AR OF 3