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DIRECTOR? CITY OF BAKERSFIELD bATE PHASE 1 IA
RAUL M., ROJAS R.:CrE., 3 12/31�40tl� UNDERGROUND SERVICE ALERT
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INTERSECTION STINE AND i PLAN SHALL ALSO �
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GENERAL NOTES
la PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CON STRUC11ON INSPECTION DEPARTIMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE. 1
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. ALL
REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO
THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDSs DRAWINGS
AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL
OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL'OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
AN OPEN STREET PERMIT SHALL DE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY
WORK TO BE PERFORMED IN THE EXISTING., ACCEPTED STREET RIGHT-OF-WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER is
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE,,
AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
4. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY I AZAN & ASSOCIATES, INC. AND ANY ADDENDA THERETO. THESE DOCUMENTS
SHALL BE MADE A PART HEREOF.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS. DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
McINTOSH AND ASSOCIATES. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIDLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS R ESP ONSIDLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. - UNDERGR OUND SERVICE ALERT
(U.S. A.: 1-800-227-2600) SHALL ]BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENT'S OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
DON TRACTOWS OPERATIONS SHAH BE REPAIRED OR REPLACED AT THE CONTRACTOR"S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFUCT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO N01IFY THE ENGINEER
IMMEDIATELY PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER. AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANVS PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE
CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE
THE CONSULTANT FROM ALL LIABILITY ARISING FROM TME USE OF SAID PLANS, DRAWINGS OR
OTHER DOCUMENTS.
13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY,: THAT THIS -REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO, NORMAL WORKING HOURS: AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
15. McINTOSH AND ASSOCIATES WILL, NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANCES TO OR USES OF THESE PLANS. ANY AND ALL CHANCES TO THESE PLANS MUST
13E APPROVED IN WRITING BY McINTOSH AND ASSOCIATES.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF
THIS PROJECT.
WALL. NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE.
2. BEARING SOIL SHALL BE COMPACTED TO 130% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTIVI D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE
COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE.
4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR
WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCA11ON OF TESTS TO BE
DETERMINED BY THE CITY' ENGINEER.
5. WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EOUAL AS PER CITY STANDARD L-8.- COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE
DOWN TO FOOTING.
6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A
SPACING OF 16 INCHES ON CENTER.
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINT S
WITH 3 /8"-MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP.
8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN.
MEASURED FROM THE HIGHEST ADJACENT GROUND.
9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNI FSS
OTHERWISE NOTED,
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
It. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12- GROUT ALL CELLS CONTAINING REBAR, TYPICAL.
13. CLASS 2 BACKFILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025
OF THE CALTRANS STANDARD SPEC
STRUCTURAL NOTES
GENERAL NOTES
I., ALL WORK SHALL BE PERFORMED [IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOIL, BEARING VALUES REFER TO THE SOILS R PORT AS P OVIDED.
CONCRETE NOTES
1. MATERIAL .: 1. REINFORCING&. ATM A615, GRAD 1 60 DEFORMED A
2. CEMENT: PORTLAND CEMENT, TYPE V, ASTM C-150.
3. AGGREGATE: ASTM C-33.
4. WATER-- CLEAN AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS: *REFER TO SECTION
1. CLASS "B"' CONCRETE*, 2500 PSI AT 28 DAYS. 90 OF THE JULY
2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTIRANS
3. 3/4" AGGREGATE (MAX). STANDARD SPECS.
4. 5" SLUMP MAXIMUM WATER/CEMENT RA1110: 0.50 (MAX).
MASONRY NOTES
1. MATERIALS.: 1. CONCRETE BLOCK MASONRY UNITS" ASTM 0-90.
2. REINFORCING*. ASTM A615, GRADE 6.0 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR: I. STRENGTH: TYPE S, 1800 PSI 0 28 DAYS.
3. GROUT: 1. STRENGTH: 2000 PSI 0 28 DAYS.
2.. CONCRETE BLOCK MASONRY UNITS SHALL. BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
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DIAINAOE MEASURES'
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PER WALL DETAILS
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CONC. BLOCKS EACH DIRECTION
* VARIES PER WALL DETAIL
STREET-SIDE
ARCHITECTURAL PLAN
NOT TO SCALE
WALL TO MATCH EXISTING WALL ALONG ADJACENT
TRACT IN COLOR, STYLE AND FINISH.
I k
* VARIES PER WALL DETAIL
PILASTER DETAIL
NOT TO SCALE
\sIzi
GENERAL NOTES
la PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CON STRUC11ON INSPECTION DEPARTIMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE. 1
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. ALL
REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO
THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDSs DRAWINGS
AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL
OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL'OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
AN OPEN STREET PERMIT SHALL DE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY
WORK TO BE PERFORMED IN THE EXISTING., ACCEPTED STREET RIGHT-OF-WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER is
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE,,
AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
4. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY I AZAN & ASSOCIATES, INC. AND ANY ADDENDA THERETO. THESE DOCUMENTS
SHALL BE MADE A PART HEREOF.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS. DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
McINTOSH AND ASSOCIATES. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIDLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS R ESP ONSIDLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. - UNDERGR OUND SERVICE ALERT
(U.S. A.: 1-800-227-2600) SHALL ]BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENT'S OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
DON TRACTOWS OPERATIONS SHAH BE REPAIRED OR REPLACED AT THE CONTRACTOR"S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFUCT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO N01IFY THE ENGINEER
IMMEDIATELY PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER. AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANVS PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE
CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE
THE CONSULTANT FROM ALL LIABILITY ARISING FROM TME USE OF SAID PLANS, DRAWINGS OR
OTHER DOCUMENTS.
13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY,: THAT THIS -REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO, NORMAL WORKING HOURS: AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
15. McINTOSH AND ASSOCIATES WILL, NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANCES TO OR USES OF THESE PLANS. ANY AND ALL CHANCES TO THESE PLANS MUST
13E APPROVED IN WRITING BY McINTOSH AND ASSOCIATES.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF
THIS PROJECT.
WALL. NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE.
2. BEARING SOIL SHALL BE COMPACTED TO 130% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTIVI D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE
COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE.
4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR
WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCA11ON OF TESTS TO BE
DETERMINED BY THE CITY' ENGINEER.
5. WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EOUAL AS PER CITY STANDARD L-8.- COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE
DOWN TO FOOTING.
6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A
SPACING OF 16 INCHES ON CENTER.
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINT S
WITH 3 /8"-MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP.
8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN.
MEASURED FROM THE HIGHEST ADJACENT GROUND.
9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNI FSS
OTHERWISE NOTED,
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
It. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12- GROUT ALL CELLS CONTAINING REBAR, TYPICAL.
13. CLASS 2 BACKFILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025
OF THE CALTRANS STANDARD SPEC
STRUCTURAL NOTES
GENERAL NOTES
I., ALL WORK SHALL BE PERFORMED [IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOIL, BEARING VALUES REFER TO THE SOILS R PORT AS P OVIDED.
CONCRETE NOTES
1. MATERIAL .: 1. REINFORCING&. ATM A615, GRAD 1 60 DEFORMED A
2. CEMENT: PORTLAND CEMENT, TYPE V, ASTM C-150.
3. AGGREGATE: ASTM C-33.
4. WATER-- CLEAN AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS: *REFER TO SECTION
1. CLASS "B"' CONCRETE*, 2500 PSI AT 28 DAYS. 90 OF THE JULY
2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTIRANS
3. 3/4" AGGREGATE (MAX). STANDARD SPECS.
4. 5" SLUMP MAXIMUM WATER/CEMENT RA1110: 0.50 (MAX).
MASONRY NOTES
1. MATERIALS.: 1. CONCRETE BLOCK MASONRY UNITS" ASTM 0-90.
2. REINFORCING*. ASTM A615, GRADE 6.0 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR: I. STRENGTH: TYPE S, 1800 PSI 0 28 DAYS.
3. GROUT: 1. STRENGTH: 2000 PSI 0 28 DAYS.
2.. CONCRETE BLOCK MASONRY UNITS SHALL. BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
NOTES;
ALL STATION" AND OFFSETS ARE TO BACK OF WAH L
(LOT SIDE) ALONG LANDSCAPE EASEMENT EMENT I NLE
OTHERVVISE NOTED.
ALL PROFILE STA110NING IS BASED N WALL DATA
UNLE S OTHERWISE NOTED.
WS =
WALL STATION
LDSC
= LANDSCAPE
L =
CENTERLINE
I W
- RIGHT OF WAY
B =
GRADE BREAD
N. - CONCRETE
TOW
= TOP OF WALL
TOE` --
TOIL OF FOOTING
FTG
FOOTING
NT.. -- CONSTRUCTION
rt, =
THIS SHEET
PT =
POINT
LE =
LINEAR FEET
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WALL PROFILE
lqr
SOUD GMT
#4 "L" BAR 0 EA CORNER
fit
3 1/-2,xtx 7 1/27 x 2 3116K
RED BRICK VENEER MATH
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(looR E&OWS)
er co4c, BLOCK
(UPPER
112 " x 11 1/2" x 2 31180
SINE BULL NOSE ON
3 1/2x 7 1/2" x 2 .3/18w
RED MCK W/ WHITE MORTAR
114 CROUND UCHTS (RY OTHERS)
PLAN VIEW OF PLANTER AT
PANAMA LANE @ENTRANCES
NOT TO SCALE
21 x 2* MOC PLASTER,
VATH 4.0 WilTE CONCRETE CAP
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RED BRICK
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RED BRICK VENEER
elox ex 160 SMOOTH
#4 VERTS. AT 32n O/C
FACE CONC. BLOCK
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_10
#5 CONT. IN BOND BEAM
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s"X 8"X le" SL400TH
0
CO BLOCK
FACE NC.
SEALANT TO 13E APPLIED
BY WALL CONTRACTOR
SEALANT TO BE
0
at
APPLIED BY WALL
LANDWAPE GRADE VARIES
CONTRACTOR
(6*' MIN)
C31
T #4 BAR 0 321 O/C
`_1 I
3- #4 CONT. RE-BAR
3"x 3'x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE-BAR
WALL
SC ON 1
(SEE WALL SECTION, A-2)
RED BRICK SINGLE BULL NOSE
RED BRICK
WALL
SEC11ON 1)
1/2u x 2 3/166 x 7 1/2'm
BRICK VEND
STUCCO---or It C- (SEE WALL
co SECTION, 2)
PLANTER
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RED BRICK CAP
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0
i
0
z
cj
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0
x
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x
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00
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1 �4
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V RED BRICK
STUCCO FACE
6"X Wx IBM
CONC. BLOCK
GROUT SOLID
ALL CA%471ES
PLANTER
SEALANT TO BE
2 APPLIED BY, WALL---.,.
2 CONTRACTOR
G
CRI
Y 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE-BAR
#5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
#4 "C" BARS A T 32" O/C
30" MIN. SRJCE
(CENTERED IN WALL)
4
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
22 1
;p� LANOSCAPE ORAOE vARIES
MIN)
r#4 BARS 0 32" O/C
3- #4 CON T. RE-BAR
I
CON CRETE FOOTING
WALL SECTION 2
NOTES:
PLMIER ALAN TER WS WALL STA11ON
NOT TO SCALE NOT TO SCALE LDSC — LANDSCAPE
CL CENTERLINE
R/W = RIGHT OF WAY
GB — GRADE BREAK
CON C. w CONCRETE
TOW TOP OF WA LL
TOF TOP OF FOOTING
FTC = FOOTING
CON ST. = CONSTRUCTION
^-, = TH I S SH EE T
PT = POINT
BGN = BEGIN
11 %w II
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