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TRAFFIC ENGINEER CITY OF BAKERSFIELD DATE 4Fil
REVIEWED BY: 6
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
FUTURE APARTMENTSLOW
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APPROVED BY:
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PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE —_ -I
- PHASE IT '
N I COLAS C. FI LDER R.C.E. 61069EXP. 12/31/14)
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61069(EXP. SERVICE ALERT 14 m
OF SOUTHERN CALIFORNIA
15
eEf ORE yo 16
NOTICE. I 1
24 HOUR NOTICE IS REQUIRED PRIOR TO START OF 17
S CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUCTION 18
A DEPARTMENT AT (661) 326-3049 AND CITY PARKS DIVISION
AT (661) 326-3117.
a� 19 20 21 22 23 24 25 26 27 L28 t 29 1 30 31 V
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10 9 8 7 6 5 4 3 2 1 i 29 28 27 2s 25
DIAL TOLL FREE 1 -BW -221-2600 '
BENCH MARK USED: AT LEAST Two DAYS BEFORE YOU DIG SIGNAGE NOTE: '
TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE PRIOR TO INSTALLATION of ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO 3� - a PHASE 2 24
INTERSECTION STINE RD AND POPPYSEED DRIVE. COPIES OF SUBDIVISION IDENTIVAL P N SIGN PLANS KE THE BUILDING
DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL a � �'� ---
CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO[1623 I ,
E PARKS DIVISION FOR REVIEW AND APPROVAL SIGN N 1<x! 3 t 11 12 13 14 15 t7 18 19 20 21 22
BE SUBMITTED TO THE - � - -•9- �
ELEVATION = 359.19 (U . S. G. S. DATUM) PLANS SHAD_ INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS. LIGHTING
ANCHORAGE. AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY
CL;
PER C.O.B. BENCH MARK BOOK PAGE 26A. THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. a.°-' 7 s 5 4 3 2 1 1 2 3 4 5 6 ! j
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FOOTING NOTE:
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE
PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO
MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE
FINISHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF
THE FOOTING, WHICHEVER IS LESS.
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ENGINEERS STATEMENT: 8 j t'r �' �' co
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY 7 V =
DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH II
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND i PHASE PHASE 8 9 I J c
PLANz 99 ROAD INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR i 8 _ J
o OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF 0 W
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16 � 15 14 13 18 17 I
1s a t7 THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING ! t4 ! is 15 t4 t3
®®® PA CHECORD. CONSTRUCTION SHALL BE CORRECTED. -
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TRACT IN COLOR, STYLE AND FINISH.
GENERAL NOTES
1, PRIOR TO THE START OF ANY .PHASE OfF CONSTRUCTION WITHIN THE STREET -RIGHT-4F-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE.
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 mr N
THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS
AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL
OBTAIN A COPY FOR HIS USE. Z
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. W
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY
WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS V W
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, f
AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. Z
4, ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST Of
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY KRAZAN & ASSOCIATES, INC. AND ANY ADDENDA THERETO. THESE DOCUMENTS o
SHALL BE MADE A PART HEREOF.
ki
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 rn
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR o
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND M M
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT °' 0 0
(U.&A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO o Z 04
ANY CONSTRUCTION OR EXCAVATION. U ir * a
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY zz o I o
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S a �r
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. =00
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8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE 3 a
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER o ,w-1 '0
IMMEDIATELY PRIOR TO ANY FURTHER WORK. ui
N 1_11'9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND N Y
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. m
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. y
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S 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 THE USE OF SAID PLANS, DRAWINGS OR o d
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 a
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
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST
BE 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 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM 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 LOCATION OF TESTS TO BE
DETERMINED BY THE CITY ENGINEER.
5 WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
3/4" AGGREGATE (MAX). STANDARD=S-
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1 a .`
*� * VARIES PER WALL DETAIL
PILASTERDETAIL
�+ NOT TO SCALE
CONC. MASONRY BLOCK
PER WALL DETAILS
CONT. REBAR
PER WALL DETAILS
VERTICAL REBAR (�
PER WALL DETAILS (I�`
ONE & ONE HALF
8"x8"x16"
CONC. BLOCKS
i STREET SIDE
MASONRY TIES \--CONC FTG
0 16" O.C. PER WALL DETAIL
EACH DIRECTION
* VARIES PER WALL DETAIL
STREET -SIDE NOT TO SCALE
WALL -TO.-MATCH EXISTING. WALL_ ALONG .ADJACENT
TRACT IN COLOR, STYLE AND FINISH.
GENERAL NOTES
1, PRIOR TO THE START OF ANY .PHASE OfF CONSTRUCTION WITHIN THE STREET -RIGHT-4F-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE.
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 mr N
THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS
AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL
OBTAIN A COPY FOR HIS USE. Z
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. W
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY
WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS V W
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, f
AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. Z
4, ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST Of
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY KRAZAN & ASSOCIATES, INC. AND ANY ADDENDA THERETO. THESE DOCUMENTS o
SHALL BE MADE A PART HEREOF.
ki
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 rn
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR o
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND M M
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT °' 0 0
(U.&A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO o Z 04
ANY CONSTRUCTION OR EXCAVATION. U ir * a
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY zz o I o
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S a �r
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. =00
00
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE 3 a
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER o ,w-1 '0
IMMEDIATELY PRIOR TO ANY FURTHER WORK. ui
N 1_11'9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND N Y
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. m
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. y
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S 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 THE USE OF SAID PLANS, DRAWINGS OR o d
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 a
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
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST
BE 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 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM 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 LOCATION OF TESTS TO BE
DETERMINED BY THE CITY ENGINEER.
5 WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL 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 z
SPACING OF 16 INCHES ON CENTER. Q
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS a
WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE coZ
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. Od 0
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), UNLESS uj
OTHERWISE NOTED. co � y
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. Q O O
11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. a V Z
12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. p
13. CLASS 2 BACKFILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025 Q
OF THE CALTRANS STANDARD SPECS.
STRUCTURAL NOTES N 3
GENERAL NOTES N
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS >. 0 ca
r 'OC!F� i/tf •
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. Q
FOUNDATION NOTES O
1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS RO;t
CONCRETE NOTES "` V
1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. Q ui
2. CEMENT: PORTLAND CEMENT, TYPE V. ASTM C-150. im C4
3. AGGREGATE: ASTM C-33. Tqr c10-��P_
4. WATER: CLEAN AND DRINKABLE. EpcCASN CO) N
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS: *REFER TO SECTION �l' W
1. CLASS B CONCRETE*, 2500 PSI AT 28 DAYS. 90 OF THE JULY
2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTRANS
3.
3/4" AGGREGATE (MAX). STANDARD=S-
4.
5" SLUMP - MAXIMUM WATER/CEMENT RATIO: O. O5'+ A I
D
MASONRY NOTES Ki I"
ammm
1. MATERIALS:
1. CONCRETE BLOCK MASONRY UNITS: ASTM C-9&_
W
_
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
W N
2. MORTAR: 1.
STRENGTH: TYPE S, 1800 PSI 0 28 DAYS.
_
3. GROUT: 1.
STRENGTH: 2000 PSI 0 28 DAYS.
W
2.
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
IIIIIIIIII
EQUAL 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 z
SPACING OF 16 INCHES ON CENTER. Q
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS a
WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE coZ
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. Od 0
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), UNLESS uj
OTHERWISE NOTED. co � y
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. Q O O
11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. a V Z
12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. p
13. CLASS 2 BACKFILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025 Q
OF THE CALTRANS STANDARD SPECS.
STRUCTURAL NOTES N 3
GENERAL NOTES N
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS >. 0 ca
r 'OC!F� i/tf •
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. Q
FOUNDATION NOTES O
1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS RO;t
CONCRETE NOTES "` V
1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. Q ui
2. CEMENT: PORTLAND CEMENT, TYPE V. ASTM C-150. im C4
3. AGGREGATE: ASTM C-33. Tqr c10-��P_
4. WATER: CLEAN AND DRINKABLE. EpcCASN CO) N
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS: *REFER TO SECTION �l' W
1. CLASS B CONCRETE*, 2500 PSI AT 28 DAYS. 90 OF THE JULY
2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTRANS
3.
3/4" AGGREGATE (MAX). STANDARD=S-
4.
5" SLUMP - MAXIMUM WATER/CEMENT RATIO: O. O5'+ A I
D
MASONRY NOTES Ki I"
1. MATERIALS:
1. CONCRETE BLOCK MASONRY UNITS: ASTM C-9&_
W
_
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
W N
2. MORTAR: 1.
STRENGTH: TYPE S, 1800 PSI 0 28 DAYS.
_
3. GROUT: 1.
STRENGTH: 2000 PSI 0 28 DAYS.
W
2.
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
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NOTES:
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL
(LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS
OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON WALL DATA
UNLESS OTHERWISE NOTED.
WS = WALL STATION
LDSC = LANDSCAPE
CL = CENTERLINE
R/W = RIGHT OF WAY
GB = GRADE BREAK
CONC. = CONCRETE
TOW = TOP OF WALL
TOF = TOP OF FOOTING
FTG = FOOTING
CONST. = CONSTRUCTION
— = THIS SHEET
PT = POINT
2:1
BLOCK
WALL
3' LANDSCAPE
EAS�EME+NT
SIDEWALK
BERKSHIRE ROAD
DETAIL "A"
NO SCALE
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EASEMENT
WA
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