HomeMy WebLinkAbout1.4-6916 Ph 2 (2)TRACT NO. 6916., UNIT 2
BLOCK WALL CONSTRUCTION PLANS
GENERAL NOTES BAKERSFIELD., CALIFORNIA
1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS.
2. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR
ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION
AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN
THE RIGHT OF WAY AND INSURANCE SHALL BE PROVIDED PRIOR TO ISSUANCE OF THE PERMIT.
4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING
NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF
CALIFORNIA DEPARTMENT OF OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE
MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR
APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY
INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH
CONTROL SUBDIVISIONS, TRACTS, PROPERTY BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY EASEMENTS.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO
DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH
CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED
DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771.
6. A PRE - CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT
(661) 326 -3106 OR (661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF
CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRECONSTRUCTION CONFERENCE
7. DESIGN WIND: 85 MPH
8. ALL STATIONING DATA WAS CALCULATED FROM CENTERLINE, OFFSETS ARE TO BACK OF WALL.
9. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM THE HIGH GRADE SIDE OF THE WALL.
10, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE.
11. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT AND /OR ENGINEERING & SURVEY SERVICES.
12. BEARING SOIL SHALL BE COMPACTED TO 909 OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D -1557 TO A
DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
13. WATER PROOF SURFACE SHALL BE APPLIED PER 2010 C.B.C. COAT ONLY THAT PORTION BELOW LOT PAD GRADE
DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH
AS 'AQUA-SEAL", OR APPROVED EQUAL.
14. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS AND MAXIMUM DISTANCE BETWEEN
EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTER. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND
GROUT FROM TOP OF FOOTING TO TOP OF WALL.
15. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB, AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO
GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE ' INCH, ± ' 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').
16. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
17. 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
BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE
CONSTRUCTION.
18. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE
CONTRACTOR.
19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR
ANY 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 ISSUANCE OF THE PERMIT.
20. 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 OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
21. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY
MANUFACTURER MANUALS, TO CONTROL EXHAUST EMISSIONS.
22. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE
EMISSIONS ASSOCIATED WITH IDLING ENGINES.
23. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED
EQUIPMENT.
24. 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.
25. 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.
26. 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.
27. WHEN MATERIALS ARE TRANSPORTED OFF SITE, ALL MATERIAL SHALL BE COVERED OR EFFECTIVELY WETTED TO LIMIT
VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER
SHALL BE MAINTAINED.
28. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT
PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED
EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS. USE OF
BLOWER DEVICES IS EXPRESSLY FORBIDDEN).
29. 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.
30. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS.
31. 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
FILE NAME: L: \Projects \2013\ 130205.02 \ACRD\ ,improvements \BLOCK WALL\ 130205.02 - CHI - CV.dwg - LAST SAVE 511412015 2:25:29 PM PDT
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FUTURE TRAIT 6824
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17 18 i 19 I 20 21 22 28 124 f25 261. 271 28I>i
HILLGATE AVENUE '
16 14 13 12 11 10 "' 37 1 351 34 133 32 i M 30 j 29
F UNIT 1- --
4 51 8 1 7 8 9 ' 38 3 40 41 42 431 44 46 48 I
I ALONDRA DRIVE I
BERKSHIRE ROAD
`- SHEET 3
KEY MAP
32. 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
17.60.110(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.
33. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND /OR REPAIR OF EXISTING IRRIGATION EQUIPMENT AND
PROTECTION AND /OR REPLACEMENT OF EXISTING PLANT MATERIAL. ALL REPAIRS AND REPLACEMENTS MUST BE
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
RESPONSIBILITY TO INSURE THAT ALL EXISTING PLANT MATERIAL THAT IS AFFECTED BY THE WALL CONSTRUCTION
ACTIVITIES RECEIVE AN ADEQUATE AMOUNT OF WATER TO INSURE HEALTHY PLANT GROWTH DURING THE ENTIRE
CONSTRUCTION PHASE.
SURVEYOR'S NOTE
i
BENCHMARK
DEDICA70 PARK 6" CONCRETE MONUMENT WITH
s� BRASS CAP STAMPED L.S. 5565 IN
MONUMENT WELL AT THE
INTERSECTION OF ALONDRA DRIVE
-- AND MOUNTAIN VISTA DRIVE.
Ii ELEVATION = 344.33 USGS DATUM
I
RESERVED PARK ` BASIS OF BEARINGS
SIT
SHEET 4
CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL
SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY EASEMENTS. CONTRACTOR
SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR
REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS
OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR
PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771.
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 CERTIFICATE STATEMENT:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE
BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
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THE WEST LINE OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST,
PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN
BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS
N00 °47'51 "E.
Know what's be I ow.
0111 before you dig.
GENERAL STRUCTURAL NOTES
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE (CBC) 2013 EDITION AND THE CITY OF
BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL, LATEST EDITIONS.
FOUNDATIONS
B. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING
SCHEDULE OR THE SOILS REPORT FOR TRACT 6916 DATED 912112006 BY
KRAZAN & ASSOCIATES, INC. AN INVESTIGATION UPDATE TO THE SOILS REPORT TO
ADDRESS ANY CHANGED SITE CONDITIONS, DATED NOVEMBER 7, 2013.
CONCRETE
A. MATERIALS
1. REINFORCING: DEFORMED ASTM, A615, GRADE 40
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.)
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
MASONRY
A. MATERIALS
1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90
2. BLOCK TYPE: MORTARED 6'X8 "X 16 " AND 8 "X8 "X 16 " CONCRETE BLOCK
3. CAP: GROUTED
4. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER
B. MORTAR AND GROUT
1. MORTAR SHALL CONFORM TO THE PROPORTIONS IN TABLE 21A -A OF 2013
CBC FOR TYPE -S MORTAR.
2. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH
OF f'm =1500 PSI .
3. GROUT SHALL CONSIST OF MIXTURE OF CEMENTITIOUS MATERIALS AND
AGGREGATE TO WHICH WATER HAS BEEN ADDED SUCH THAT THE MIXTURE
WILL FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
4. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH
f'g= --2,000PSI.
5. TESTING AND INSPECTION SHALL CONFORM WITH CBC TESTING
REQUIREMENTS FOR BOTH STANDARD AND SPECIAL INSPECTION FOR
MASONRY.
SHEET INDEX
1. COVER SHEET
2. MOUNTAIN VISTA DRIVE, STA. 10 +00.00 TO 16 +85.53
3. BERKSHIRE ROAD, STA. 10 +00.00 TO 16 +00.00
4. BERKSHIRE ROAD, STA. 16 +00.00 TO 23+18.49
5. DETAILS SHEET
LEGEND
BF
(000.00)
FL
FTG
GB
R/W
TC
TF
000.00
S= 0.0000
(000.00)
STA.
-,
BOTTOM OF FOOTING
EXISTING ELEVATION
FLOW LINE
FOOTING
GRADE BREAK
RIGHT -OF -WAY
TOP OF CURB
TOP OF FOOTING
PROPOSED ELEVATION
SLOPE, IN FOOT PER FOOT
EXISTING ELEVATION
STATION
BLOCK WALL
QUANTITIES
KAATF--DIAI C I I(-,T
UNIT NC) 2
7'
-4"
MASONRY
WALL
774
LF
8'
-0"
MASONRY
WALL
856
LF
8'
-8"
MASONRY
WALL
200
LF
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PLOT DATE:
May -19 -2015 02:46PM
JOB NO.:
130205.02
FILE NAME:
130205.02 —CH2 —BW
SCALE: HORIZ. 1 " = 40'
VERT: 1 " = 4'
SHEET NO.:
1* 4 OF 5
WATER SHEDDING MASONRY
OR GROUT CAP WATER SHEDDING MASONRY
OR GROUT CAP
WATER SHEDDING MASONRY
OR GROUT CAP
(2) 15 HORIZ. AT TOP (2) #5 HORIZ. AT TOP
(2) #5 HORIZ. AT TOP
#5 AT 24" O.C. AT
OF WALL, TIP. I 15 AT 24" O.C. AT
OF WALL, TIP.
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#5 HORIZ. AT k
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Z 60 CMU WALL Z 24" O.C., TIP. k
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� SIDE W 12 HOOK, � STREET TIP• ,
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WALL BELOW GRADE,
I II I II I BOTH SIDES. —! I I— III —III o
STREET APPLY SEALANT ON o k R QC
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SIDE � * k III 1i �I I �-
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a PER PROFILE -� = I— � • ._ ' 4 ,
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CLR.
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_ _=- - -==- -- OVEREXCAVATE 1 -FOOT MIN. AND
RE- COMPACT ®90% RELATIVE #4 AT 12" O.C. � _ � � _ W �'~
" COMPACTION --- -. --�-�� 3 . -.- -.- RE- COMPACT ® 90% RELATIVE
0 _g" CLR. "
2' -1" 0 -11 COMPACTION
OVEREXCAVATE 1 -FOOT MIN. AND '2'-4-*
RE- COMPACT ® 90% RELATIVE
0' -10" COMPACTION
** SEALANT PER CBC CURRENT EDITION. 2'-4" ** SEALANT PER CBC CURRENT EDITION.
MATERIAL SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO CONSTRUCTION. MATERIAL SHALL BE APPROVED BY THE
** SEALANT PER CBC CURRENT EDITION. CITY ENGINEER PRIOR TO CONSTRUCTION.
MATERIAL SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO CONSTRUCTION.
WALL SECTION 1 WALL SECTION 2 WALL SECTION 3
NOT TO SCALE NOT TO SCALE NOT TO SCALE
WATER SHEDDING MASONRY
OR GROUT CAP WATER SHEDDING MASONRY
OR GROUT CAP
(2) #5 HORIZ. AT TOP
(2) 15 HORIZ. AT TOP
#5 AT 24- O.C. AT
OF WALL, TIP.
6" CMU WALL
#5 HORIZ. AT #5 AT 24" O.C. AT I R
Z 24" O.C., TYP. .o OF WALL, TYP.
I
X co
6" CMU WALL
o W
#5 HORIZ. AT
W I Z 24 " O.C., TIP.
0) 03
In #5 AT 24" O.C. 0 N
AT q OF WALL "
U
W/ 12" HOOK, �' #5 AT 24" O.C. _z
C, TYP. AT q OF WALL SEE PLANS FOR-1 " " `• • :, :. a
I I W/ 12" HOOK, FIG. STEP ,'•
w LOT SIDE
v TYP. LOCATIONS W
LOT SIDE j a
SAME PLANE j I I I GROUT ;- A
I 1 =11 I? APPLY SEALANT ON ** o Cot w I ! I =1! 1- 4,
STREET =) I ?, WALL BELOW GRADE, I LSAME PLANE CLR. - ..
-� k SEE DETAILS FOR
N o k III =III= �- ¢ SEE PLANS FOR .. _.' .-
III- BOTH SIDES. ¢ ,
I = I == I tt I I o I III -- ** o T.O.F. ELEVATION FOOTING SIZE AND
APPLY SEALANT ON A • • ` : 2 REINFOIRCING
_ _ _ tr_ #4 AT N i WALL BELOW GRADE, ° °p " c' "' STREET _ 1 TOP OF FOTING — — — 12 O.C. l� SIDE o _BOTH SIDES. �v N I —III PER PROFILE =� • � _ , I = =1_1= III -i O ..: .
I -'#4AT o
.I I d �, °0 11=1 I I =1 I !_ 1 12" O.C.
TOP OF FOOTING -
,. PER PROFILE = I I, III =1 11- III,, =! • ®_ 1-
— _ _ _ ,
_I
•
cc
•,• ° ;i
3" -. �. � ._..._._ #4 AT 12" O.C. � "� v � II 11 U
CLR ELEVATION
OVEREXCAVATE 1 -FOOT MIN. AND =� --- - --
RE- COMPACT ® 90% RELATIVE 3" = . - ' ` #4 AT 12" O.C.
COMPACTION
2 -4
OVEREXCAVATE 1 -FOOT MIN. AND
RE- COMPACT ® 90% RELATIVE
0' -10" COMPAC71ON
** SEALANT PER CBC CURRENT EDITION. 2' -4"
MATERIAL SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO CONSTRUCTION.
** SEALANT PER CBC CURRENT EDITION.
MATERIAL SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO CONSTRUCTION.
WALL oSECTION 4 WALLDSECTION 5 STEP FOOoINLG DETAIL
FILE NAME L: \ Projects\ 2013\ 130205.02 \ACRD \Improvements \BLOCK WALL\ 130205.02- CH3- DET.dwg - LAST SAVE 312012015 3.29:33 PM PDT
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OT DATE: a -19 -2015 02:47PM
JOB NO.:
130205.02
FILE NAME:
130205.02- CH3 -DET
SCALE:
N.T.S.
SHEET NO.:
5OF5