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GENERAL NOTES:
1. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE
OF WALL.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE
WALL LINE.
3. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
DEPARTMENT AND /OR PUBLIC WORKS DEPARTMENT.
4. GRADE BREAKS IN FOOTING TO BE STEPPED.
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
DEPARTMENT AND /OR PUBLIC WORKS DEPARTMENT.
6. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS
DETERMINED BY A.S.T.M. D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF
FOOTING.
7. WATER PROOF SURFACE WITH J" THICK ASPHALTIC WATER PROOF COATING OR
APPROVED EQUAL AS PER CITY STD. N01-8 COAT ONLY THAT PORTION BELOW LOT
PAD GRADE DOWN TO FOOTING.
8. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30 INCHES.
9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS.
10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES
SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32
FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE ih (t
1/8). ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO
PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS
ONL NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON- MODULAR
PIECES SHALL BE DONE WITH SAWCUTS.
11. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK
AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. 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.
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. PRICE TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
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 ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN
PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE
AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS
DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
15. 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.
16. 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
UPON 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.
17, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO
CONSTRUCTION. 1- 800 - 227 -2600.
18. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD.
19. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326 -3049.
20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATIONS SHALL BE
DETERMINED BY THE CITY ENGINEER.
21.
BLOCK TYPE: SMOOTH FACE AND 1 COARSE FLUTED
SIZE: 6 "X8 "X 16"
COLOR: BROWN OR TAN TO MATCH NORTH SIDE OF ROSE CREEK WAY
PATTERN: RUNNING BOND PILASTER
22. WALLS TO BE CAPPED WITH MORTAR CAP.
GENERAL:
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE
CALIFORNIA BUILDING CODE (CBC). CURRENT EDITION.
FOUNDATIONS:
FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE
SOILS REPORT AS PROVIDED.
CONCRETE:
MATERIALS:
REINFORCING: DEFORMED ASTM A615, GRADE 40.
CEMENT: PORTLAND CEMENT, TYPE II, ASTM C -150.
AGGREGATE: ASTM C -33 i" MAXIMUM.
WATER: CLEAN AND DRINKABLE.
CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING:
CLASS "B" CONCRETE, 2500 PSI AT 28 DAYS.
5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD.
1j" AGGREGATE (MAX).
4" SLUMP (MAX).
ADMIXTURES• ONLY AS APPROVED BY THE ENGINEER.
CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA
WALL CONSTRUCTION PLANS
MASONRY:
MATERIALS:
CONCRETE BLOCK MASONRY UNITS: ASTM C -90.
REINFORCING MATERIALS: ASTM A615, GRADE 40 DEFORMED.
ADMIXTURES: ONLY AS APPROVED BY ENGINEER.
WATER: CLEAN AND DRINKABLE.
MORTAR:
STRENGTH: TYPE S, 1200 PSI AT 7 DAYS AND 1800 PSI AT 28 DAYS.
GROUT:
STRENGTH: 1500 PSI AT 7 DAYS AND 2500 PSI AT 28 DAYS.
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING
OPERATION.
BLOCK SHALL NOT BE LAID AT A SUCH RATE TO CAUSE DEFORMATION OF LOWER MORTAR
COURSES.
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TRACT 7243
KEY MAP
SCALE: 1 " =200'
SHEET INDEX
SHEET N0.
SHEET TITLE
1
TITLE SHEET
2
WALL CONSTRUCTION PLAN
DECLARATION OF RESPONSIBLE CHARGE
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER
MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF TO
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.
JEF ftEY P. WAGNE R.C.E. #26431 DATE
REVIEWED:
RYAN STARBUCK - TRAFFIC ENGINEER DATE
TR #2327
REVIEWED: -
:� THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. # 33710
`.� -•�/
APPROVED:
NICOLAS FIDLER- PUBLIC WORKS DIRECTOR DATE
R.C.E. #61069
UNDERGROUND UTILITY STATEMENT
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY
CALLING 811 OR 1- 800 - 642 -2444.
ABREVIATIONS
AC - ASPHALT CONCRETE
ARV - AIR AND VACUUM RELIEF VALVE
CL - CENTERLINE
DIP - DUCTILE IRON PIPE
EP - EDGE OF PAVEMENT
ESMT - EASEMENT
EXIST - EXISTING
FIG - FINISHED GRADE ELEVATION
FH - FIRE HYDRANT
FL - FLOW LINE OF GUTTER ELEVATION
FF - FININED FLOOR ELEVATION
FS - FINISHED SURFACE ELEVATION
GB - GRADE BREAK
GP - GRADING PLAN
HDPE - HIGH DENSITY POLYETHYLENE
HP - HIGH POINT
INV - PIPE /DRAIN INVERT ELEVATION
LF - LINEAR FEET
LP - LOW POINT
Lt - LEFT
MH - MANHOLE
MJ - MECHANICAL JOINT
PL - PROPERTY LINE
POC - POINT OF CONNECTION
PVC - POLYVINYL CHLORIDE
R - RADIUS
RCP - REINFORCED CONCRETE PIPE
ROW - RIGHT OF WAY
Rt - RIGHT
STE - STATION
TF - TOP OF FOOTING ELEVATION
TG - TOPO OF GRATE
TW - TOP OF WALL ELEVATION
WL - WATER LINE
WM - WATER METER
WV - WATER VALVE
(XX.XX) = EXISTING ELEVATION
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481 -4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371 -2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALK ®DPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837 -9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ @DPSIINC.COM
LEGAL DESCRIPTION
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2101 H STREET
PH:
WHITE LANE
-7782
BAKERSFIELD, CA 93301
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VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481 -4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371 -2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALK ®DPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837 -9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ @DPSIINC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING
A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND
THE NORTH BOUNDARY OF TRACT MAP No. 6,359 PHASE 2.
ELEVATION = 344.54
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF
SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE OF McCUTCHEN
ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN
ON THIS MAP.
SITE INFORMATION
APN: 540 -01 -08
NUMBER OF LOTS: 72
TOTAL AREA: 19.97 ACRES (GROSS)
UTILITIES:
CITY FIRE DEPARTMENT
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BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING
A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND
THE NORTH BOUNDARY OF TRACT MAP No. 6,359 PHASE 2.
ELEVATION = 344.54
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF
SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE OF McCUTCHEN
ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN
ON THIS MAP.
SITE INFORMATION
APN: 540 -01 -08
NUMBER OF LOTS: 72
TOTAL AREA: 19.97 ACRES (GROSS)
UTILITIES:
CITY FIRE DEPARTMENT
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2101 H STREET
PH:
(877)743
-7782
BAKERSFIELD, CA 93301
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10.0'
LANDSCAPE
VARIES FROM R/W EASEMENT
1' -2' VARIES FROM
10' -14'
5.5' SIDEWALK
1
OLD RIVER
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ROSE CREEK
°la
2'
2 %MAX
- CONSTRUCT 6' MINIMUM
C.M.U. WALL. SEE
DETAIL B THIS SHEET
BACK OF WALL
(LOT SIDE)
VARIES 0.75' -1'
PROPOSED
GRADE
0.57.
TYPICAL CROSS SECTION
N.T.S. STA 1 +01.00
- CL PILASTER
I
-�IV m
OLD RIVER ROAD
10 +00 11 +00 12 +00 13 +00
?4 w,
" — 46.71' ` `—
SIGHT DISTANCE PER
-- C.O.B. STD. T -7
�rr)KICTRI IrT WAI I —1
EASEMENT
(—J-
GIN \AA
9 +99.84 C.L. OLD RIVER RD, 61.98'
1 +00.00 C.L. WALL
`HIDER FOOTING PER SEC. B
FILL ALL CELLS
WITH GROUT
8" C.M.U. WALL W/ #4 /
AT 16" O.C. EACH WAY
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PAD SIDE
CONSTRUCT WEEP
HOLES AT 12"
ABOVE FG AND LAP SPLICE 3.0'.
SPACED 32" O.C..
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STREET SIDE
CONCRETE FOOTING w
#5 BARS AT 16" O.C.
EACH WAY AT MID - DEPTH.
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#4 AT 16" DOWEL BAR TO
95% COMPACTED EQUAL I EQUAL MATCH WALL REINFORCEMENT
NATIVE, 1.0' MINIMUM 1� W/ STD HOOK AT END. 3"
WALL CLR. FROM BOTTOM OF FTG.
2.75'
3.33'
PROVIDE WIDER FOOTING FOR A
DISTANCE OF 8' FROM EACH
END OF THE WALL AND AT EACH
SIDE OF THE ANGLE POINTS
B 6' -0" WITH 0' TO X RETAINING
SPECIAL INSPECTION REQUIRED N.T.S.
ANCHOR TIES IN MORTOR BED
AT 12" O.C. EACH WAY TYP.
TYPICAL WALL &
REINFORCEMENT PER DETAIL
B ON THIS SHEET
STONE VENEER PILASTER
TO MATCH PILASTER NORTH
OF ROSE CREEK WAY
;� PILASTER WITH STONE_ VENEER
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1. ALL WALL STATIONS AND OFFSETS ARE TO THE CENTER OF WALL
2. ALL DIMENSIONS ARE CALCULATED FROM BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE SHOWN ON PLAN.
0
N.T.S.
360
350
340
330
0 +75 1+00
4 +02.32 C.L. WALL /C.L. PILASTER
E
OLD RIVER ROAD
STA: 1 +00 TO STA: 8 +00.12
HORZ: 1 " =40'
& d,
�9TCS9> 606
STA =16 +70.08
CL OLD RIV RD
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CL ROSE CREEK WY
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45' 38' 07 "E
1
33.00' T
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N.T.S. STA 1 +01.00
- CL PILASTER
I
-�IV m
OLD RIVER ROAD
10 +00 11 +00 12 +00 13 +00
?4 w,
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SIGHT DISTANCE PER
-- C.O.B. STD. T -7
�rr)KICTRI IrT WAI I —1
EASEMENT
(—J-
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9 +99.84 C.L. OLD RIVER RD, 61.98'
1 +00.00 C.L. WALL
`HIDER FOOTING PER SEC. B
FILL ALL CELLS
WITH GROUT
8" C.M.U. WALL W/ #4 /
AT 16" O.C. EACH WAY
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PAD SIDE
CONSTRUCT WEEP
HOLES AT 12"
ABOVE FG AND LAP SPLICE 3.0'.
SPACED 32" O.C..
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CONCRETE FOOTING w
#5 BARS AT 16" O.C.
EACH WAY AT MID - DEPTH.
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95% COMPACTED EQUAL I EQUAL MATCH WALL REINFORCEMENT
NATIVE, 1.0' MINIMUM 1� W/ STD HOOK AT END. 3"
WALL CLR. FROM BOTTOM OF FTG.
2.75'
3.33'
PROVIDE WIDER FOOTING FOR A
DISTANCE OF 8' FROM EACH
END OF THE WALL AND AT EACH
SIDE OF THE ANGLE POINTS
B 6' -0" WITH 0' TO X RETAINING
SPECIAL INSPECTION REQUIRED N.T.S.
ANCHOR TIES IN MORTOR BED
AT 12" O.C. EACH WAY TYP.
TYPICAL WALL &
REINFORCEMENT PER DETAIL
B ON THIS SHEET
STONE VENEER PILASTER
TO MATCH PILASTER NORTH
OF ROSE CREEK WAY
;� PILASTER WITH STONE_ VENEER
C
AI/1TC .
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1. ALL WALL STATIONS AND OFFSETS ARE TO THE CENTER OF WALL
2. ALL DIMENSIONS ARE CALCULATED FROM BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE SHOWN ON PLAN.
0
N.T.S.
360
350
340
330
0 +75 1+00
4 +02.32 C.L. WALL /C.L. PILASTER
E
OLD RIVER ROAD
STA: 1 +00 TO STA: 8 +00.12
HORZ: 1 " =40'
& d,
�9TCS9> 606
STA =16 +70.08
CL OLD RIV RD
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IA=TO+UU
CL ROSE CREEK WY
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45' 38' 07 "E
33.00' T
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1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00
WALL PROFILE
STA: 1+00 TO STA: 8 +00.12
HORZ: 1"=40'
VERT. 1 " =4'
5 +50 6 +00 6 +50 7 +00 7 +50
(WALL STATIONING)
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