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PROFESSIONAL ENGINEERS NOTICE TO CONTRACTOR
1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE
PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE
TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL
COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
"CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY
FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND
ORDERS.
2. CONTRACTOR FURTHER 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 CIVIL 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
ENGINEER.
3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL
ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR
IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO
DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN
HEREON, AND FOR ANY DAMAGE TO OR PROTECTION OF THESE LINES.
DEMOLITION AL NOTES
1. UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND
BEST RECOLLECTION OF FACILITY STAFF, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT
LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION
COMPANIES PRIOR TO WORK OR POT HOLE TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTING UTILITY LINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND
DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY
HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCAL
AND/OR STATE LAWS AT NO COST TO THE OWNER.
3. THE CONTRACTOR SMALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE
IMPROVEMENTS , UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY
THESE PLANS,
4. ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT
EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO
JOINING.
5. ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS
INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES,
SIGNS, AND STRUCTURES, ETC, SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST
TO THE OWNER, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE CONSTRUCTION
MANAGER,
6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HIS
OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED AT
NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BE
REPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO THE
COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING
OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY MF OR UNDER MY DIRECTION AND, TO THE BEST OF MY
CITY
OF BAKERSFIELDTES
KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
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CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
1.
AN OPEN STREET PEWIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA
MANHOLE
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY.
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
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UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED
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ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE
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MONUMENT
BCR
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
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2.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION<
10`12/2017
NG
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY NE NOTIFIED
APPROVED BY:,,.. ROBERT WINSLOW DATE
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
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R.C.E. # 7082
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COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
OH / OHD
OVERHEAD UTILITY
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OF CROSS GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
P/A
PLANTER AREA
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
4.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6,01
R.C.E. # 61069
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OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER.
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EXCEPT FOR TWO (2) FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2.0%,
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
NOTE TO STAMP AN "S” INTO CURB FACE OVER EACH SEWER LATERALL
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
PORTLAND CEMENT CONCRETE
13.
METHOD TO PREVENT EROSION ONTO THE SIDEWALK,_____
O
PAD ELEVATION
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REVIEWED BY: TRAFFIC ENGINEER DATE
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POINT OF INFLECTION
14,
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS
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POINT OF CONNECTION (UTILITY)
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SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER,
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POWER POLE
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PRCR
POINT OF REVERSE CURVE
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CURVATURE
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PROPERTY
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POINT OF TANGENCY
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POINT OF VERTICAL INFLECTION
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EXISTING GRADE
FIRE HYDRANT
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WATER METER
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DOUBLE DETECTOR CHECK
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FIRE DEPARTMENT CONNECTION
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B I 1 1
PROFESSIONAL ENGINEERS NOTICE TO CONTRACTOR
1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE
PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE
TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL
COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
"CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY
FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND
ORDERS.
2. CONTRACTOR FURTHER 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 CIVIL 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
ENGINEER.
3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL
ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR
IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO
DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN
HEREON, AND FOR ANY DAMAGE TO OR PROTECTION OF THESE LINES.
DEMOLITION AL NOTES
1. UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND
BEST RECOLLECTION OF FACILITY STAFF, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT
LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION
COMPANIES PRIOR TO WORK OR POT HOLE TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTING UTILITY LINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND
DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE NOTED. ANY
HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCAL
AND/OR STATE LAWS AT NO COST TO THE OWNER.
3. THE CONTRACTOR SMALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE
IMPROVEMENTS , UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BY
THESE PLANS,
4. ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT
EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO
JOINING.
5. ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS
INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES,
SIGNS, AND STRUCTURES, ETC, SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST
TO THE OWNER, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE CONSTRUCTION
MANAGER,
6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HIS
OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED AT
NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BE
REPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO THE
COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING
OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL
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OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS.
ENGINEER'S STATE E T
JOINT POLE
1
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY MF OR UNDER MY DIRECTION AND, TO THE BEST OF MY
CITY
OF BAKERSFIELDTES
KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
LP
CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
1.
AN OPEN STREET PEWIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA
MANHOLE
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY.
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
MJ
UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED
PLANS SUBMITTED TO THE CITY ENGINEER.
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE
ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY
MONUMENT
BCR
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
A
2.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION<
10`12/2017
NG
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY NE NOTIFIED
APPROVED BY:,,.. ROBERT WINSLOW DATE
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
AT: 661-326-3049
R.C.E. # 7082
3,
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
OH / OHD
OVERHEAD UTILITY
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER,
OF CROSS GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
P/A
PLANTER AREA
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
4.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6,01
R.C.E. # 61069
BO
OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER.
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5.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1,
-.
PCCR
EXCEPT FOR TWO (2) FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2.0%,
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
NOTE TO STAMP AN "S” INTO CURB FACE OVER EACH SEWER LATERALL
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
PORTLAND CEMENT CONCRETE
13.
METHOD TO PREVENT EROSION ONTO THE SIDEWALK,_____
PE
PAD ELEVATION
CO
REVIEWED BY: TRAFFIC ENGINEER DATE
6.
PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN
JP
JOINT POLE
1
THE SAME AS SHOWN IN THE APPROVED PLANS, SHOULD CONDITIONS BE CHANGED, A REVISED
L/A
LANDSCAPE AREA
AC
STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
LP
LIGHT POLE / LOW POINT
7.
NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN
MH
MANHOLE
AV
THE PROPERTY UNTIL A SUBDIVISION HAS BEEN OBTAINED,
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MECHANICAL JOINT
8.
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE
MON
MONUMENT
BCR
AND ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH
(N)
NEW
BEG
THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
NG
NATURAL GRADE
BF
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
NAP
NOT A PART
9.
NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1,0 FT UNDER AND EACH SIDE
OH / OHD
OVERHEAD UTILITY
BVC
OF CROSS GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
P/A
PLANTER AREA
10,
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR,
P/L
PROPERTY LINE
BO
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
PC
POINT OF CURVATURE
11,
INSTALL. BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
PCCR
POINT OF COMPOUND CURVE
12.
NOTE TO STAMP AN "S” INTO CURB FACE OVER EACH SEWER LATERALL
PCC
PORTLAND CEMENT CONCRETE
13.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01
PE
PAD ELEVATION
CO
OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER,
P1
POINT OF INFLECTION
14,
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS
POC
POINT OF CONNECTION (UTILITY)
COMP
SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER,
PP
POWER POLE
LEGEND
CONCRETE
PRCR
POINT OF REVERSE CURVE
®® SD STORM DRAIN LINE
CURVATURE
PROP
PROPERTY
(E) STORM DRAIN MANHOLE
0
(E) CLEANOUT
PARKING STRIPE
SS SANITARY SEWER LINE
DRIVEWAY
PT
POINT OF TANGENCY
A>p WL WATER LENS :...^`.
EXISTING
(E) FIRE HYDRANT
PUBLIC UTILITY EASEMENT
ECR
END CURB RETURN
PVI
POINT OF VERTICAL INFLECTION
• < G GAS LINE `� ,1 STORM DRAIN MANHOLE
EXISTING GRADE
FIRE HYDRANT
RADIUS
EL.
ELEVATION
R/W, ROW
xxNM
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;;
WATER METER
REDUCED PRESSURE BACKFLOW
-ti
EDGE OF PAVEMENT
DEVICE
-- -tea FLOWLINE -
r (E) SANITARY SEWER MANHOLE
EASEMENT
DOUBLE DETECTOR CHECK
STORM DRAIN
(E) MAJOR CONTOUR
END VERTICAL CURVE
SG
SUB -GRADE ELEVATION
'//
(E) MINOR CONTOUR ; ;ss)
FIRE DEPARTMENT CONNECTION
EXISTING WATER VALVE
SANITARY SEWER
i-
SANITARY SEWER MANHOLE
R
STA
�/
RETAINING WALL �\ -
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(E) ELEVATION
STRT
STRAIGHT
FH
FIRE HYDRANT
TAN
PROPERTY LINE yM_" (E) STORM DRAIN CATCH BASIN
..'s:�':....�.~
436,55
FLOW LINE
TB
THRUST BLOCK
FS
PROPOSED ELEVATION
STREET CENTERLINE
STORM DRAIN CATCH BASIN
TOP OF CURB
FS
FINISHED SURFACE ELEVATION
TEL
1.0%
FINISH SURFACE GRADE
GRADE BREAK
(E) BUILDING
TOP OF FOOTING
GM
GAS METER
0 STORM DRAIN/SEWER CLEANOUT
(j. r
(E) SURFACE GRADE
GAS VALVE
c D
TOP OF GRATE
E
1
PRIVATE WALLS SHALL BE PRIVATELY
MAINTAINED BY THEPr
400 LF PRIVATE k1hiLL
:-
APWA
AMERICAN PUBLIC WORKS
JP
JOINT POLE
1
ASSOCIATION
L/A
LANDSCAPE AREA
AC
ASPHALTIC CONCRETE
LP
LIGHT POLE / LOW POINT
ARCH
ARCHITECT
MH
MANHOLE
AV
AIR VAC RELEASE
MJ
MECHANICAL JOINT
BLDG
BUILDING
MON
MONUMENT
BCR
BEGIN CURB RETURN
(N)
NEW
BEG
BEGINNING
NG
NATURAL GRADE
BF
BLIND FLANGE
NAP
NOT A PART
BSW
BACK OF SIDEWALK
OH / OHD
OVERHEAD UTILITY
BVC
BEGIN VERTICAL CURVE
P/A
PLANTER AREA
BW
BOTTOM OF WALL
P/L
PROPERTY LINE
BO
BLOW OFF
PC
POINT OF CURVATURE
C/L
CENTERLINE
PCCR
POINT OF COMPOUND CURVE
CB
CATCH BASIN
PCC
PORTLAND CEMENT CONCRETE
CMU
CONCRETE MASONRY UNIT
PE
PAD ELEVATION
CO
CLEANOUT
P1
POINT OF INFLECTION
COB
CITY OF BAKERSFIELD
POC
POINT OF CONNECTION (UTILITY)
COMP
COMPOUND
PP
POWER POLE
CONC
CONCRETE
PRCR
POINT OF REVERSE CURVE
CURVE
CURVATURE
PROP
PROPERTY
DDC
DOUBLE DETECTOR CHECK
PS
PARKING STRIPE
D/W
DRIVEWAY
PT
POINT OF TANGENCY
(E)
EXISTING
PUE
PUBLIC UTILITY EASEMENT
ECR
END CURB RETURN
PVI
POINT OF VERTICAL INFLECTION
EG
EXISTING GRADE
R
RADIUS
EL.
ELEVATION
R/W, ROW
RIGHT OF WAY
ENG
ENGINEER
RP
REDUCED PRESSURE BACKFLOW
EP
EDGE OF PAVEMENT
DEVICE
ESIVIT
EASEMENT
SD
STORM DRAIN
EVC
END VERTICAL CURVE
SG
SUB -GRADE ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
SS
SANITARY SEWER
FF
FINISHED FLOOR ELEVATION
STA
STATION
FG
FINISHED GROUND ELEVATION
STRT
STRAIGHT
FH
FIRE HYDRANT
TAN
TANGENCY
FL
FLOW LINE
TB
THRUST BLOCK
FLG
FLANGED
TC
TOP OF CURB
FS
FINISHED SURFACE ELEVATION
TEL
TELEPHONE
GB
GRADE BREAK
TF
TOP OF FOOTING
GM
GAS METER
TI
TRAFFIC INDEX
GV
GAS VALVE
TG
TOP OF GRATE
GTD
GRADE TO DRAIN
TW
TOP OF WALL
GUY
GUY WIRE ANCHOR
VC
VERTICAL CURVE
HB
HOSE BIB
VLT
VAULT
HP
HIGH POINT
WDID
WASTE DISCHARGE
IE
SEWER INVERT ELEVATION
IDENTIFICATION NUMBER
ICV
IRRIGATION CONTROL VALVE
WL
WATERLINE
INV
STORM DRAIN INVERT ELEVATION
WM
WATER METER
IRR
IRRIGATION
WV
WATER VALVE
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N 1 0
VICINITY MAP
NOT TO SCALE
PROJECT PARTICIPANTS
PROPERTY OWNER: DOLLINGER PROPERTIES
555 TWIN DOLPHIN DRIVE, SUITE 600
REDWOOD CITY, CA 94065
AGENCY: CITY OF BAKERSFIELD
1600 TRUXTON AVENUE
BAKERSFIELD, CA 93301
CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC.
ROBERT WINSLOW, P.E., C?SD
P.O. BOX 199
CAMBRIA, CA 934.28
805.706.0401
GEOTECHNICAL ENGINEER. SALEM ENGINEERING GROUP, INC.
2809 UNICORN ROAD, SUITE 103
BAKERSFIELD, CA 93308
PROJECT INFORMATION
ZONING: WM-GC (GENERAL COMMERCIAL ZONE C-2)
APN: 126-100-18-00-9
126-100-24-00-'6
126-100-25-00-9
WDID NUMBER: 5F15C377710
ROW DEDICATION DOCUMENTS: DOC#: 217128866
DOC##: 217128898
DOC#: 217126406
DOC#: 217126405
DOC##:
ELECTRICITY AND GAS:
PACIFIC GAS AND ELECTRIC
SHEET #
WWW.PGE.COM
1
661.398.5960
WATER:
CAL WATER
4
3725 SOUTH "H" STREET
BAKERSFIELD, CA 93304
0
r*4
661.837.7200
SEWER:
KERN SANITATION AUTHORITY
2700 "M" STREET, SUITE 500
Ln
V
<
BAKERSFIELD, CA 93301
661.862,8911
TELEPHONE/CABLE TV:
AT&T
4540 CALIFORNIA AVENUE, SUITE 400
BAKERSFIELD, CA 93309
661,631.6473
TRASH SERVICE:
CITY OF BAKERSFIELD
SOLID WASTE DIVISION
4.101 TRUXTON AVENUE
BAKERSFIELD, CA 93309
661.326.3114
M
0
BENCHMARK:
THE BENCHMARK FOR THIS PROJECT IS A CITY OF BAKERSFIELD DATUM BENCHMARK OF A FOUND
MONUMENT AT THE INTERSECTION OF MOUNT VERNON AVENUE AND COLUMBUS STREET.
NORTHING = 2332395,0324
FASTING = 6273310.0145
ELEVATION = 632.7981
I Y ► k Ra NIA
x. �■� � �r +.� r •r� � :ii' I �; i• i ra R • '� #R11
ORIGIN SURVEYR i
THE TOPOGRAPHIC !Rt ON SHOWN IN THESE DRAWINGS AND i' i.
SHOWN ON DRAWINGS Wa PERFORMED AND PREPARED BDIXON AND ASSOCIATES, i
SURVEYINGOCTOBER26TH, 2015.DISCREPANCIES ARE rDURINGr
SURVEYOR AND CONTRACTOR WILL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND PRIOR T11
CONTINUING CONSTRUCTION.
I 6.4-151
ry I o COB RECORDS No.
CO
ON
yy�
SHEET LIST TABLE
SHEET #
SHEET TITLE
1
TITLE SHEET
2
3
WALL PROFILE - MT VERNON AVENUE
WALL PROFILE - FLORAL DRIVE
4
CROSS SECTIONS & DETAILS
I 6.4-151
ry I o COB RECORDS No.
CO
ON
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9
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7
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51
A B c D E - G H K L
_. w_........._-___
r>.
-. _.__........__ _........ a
}
Iii: , .........._.............. ........ ix ... f, I� .
.} i
PROPERTY LINE�......
........ .. BINGHAM AVENUE
g
�. . COUNTY TE (NON -RETAINING)
CENTERLINE 592.61 TC � WAONSILL PER SPR#: 116-0396
rs� COUNTY PI: 2+58.00Lu
47F KERN 4�1" KERN (592.14 FSS � AND PERMIT #: 17-4gg04tq4}3
`.. FLORAL DRIVE F L (Ej RICIT
Lij
FLORAL DRIVE 592.67 TC f E PROPERTY
?, 1+00 CENTERLINE CENTERLINE 592 17 FL OF WAY LINE WALL �TW
2+4)q-
t
a 6
t 7
W----------------
({{
NO
OO qq 37
STA: 52+26.71 WALL 2
-•`S2,i5 + 598.44
FS 04,33 fw
s FG
�. END WA
CITY 43F LL
CITY CSF
� t
596.28
l
BAKER F
43
S IELD
.,• -`OAKERSFIELC3� � � � FG 98
FL
WALL Z
tp
spy ppy
,
.. J 596.43 598,26
92 /
F L
587.78 TC
590,E�S TC ` .. ,. ;' �
5 593
�•-' as ;
587.27 FS .. ..:. 594 ` . .......:...... � . ;' ,� 1
i �:
5943,35 FL . .,...
: ,. -� ,. '.. (596)..., / � (E) RIGHT '
E
.... ..... .._w ...__ ... 5.91.25 TC
F WAY - - -
�_...__ (59i 5.93.11 TC
t _
FL
i ii
599.4•.3 TC
Lu
598.93 FL
�
<06 z �t ? m H ca ^� + iE FS 591.34 j 5
'�� cTs cry ., . �i r i w.. S 592,10 TC �; . I I
w 43 F
FS
ca m w cv u') � ua c, t ®'> �_ 593.613 FL 592.40 L F
Z7.� m er! in u3 s rs T hd _ ............._ _�a ass �.. .. ...... r. I ......-_ .._ ... Y..... !�! t... st 5 4 +4 } RIGHT ._.i / - ,----- ................. -. ------------------------------------------------------ --- FSrq u� ,rt t in - OF WAY a u� ca '� lc n7 taa . j j �qo
-
E) RIGHT-/eTi vs zn �a t- Q)
(E) �.`� 3 592.19 _ tE 592.98
cri „� z, ' I FS i 1
43F WAY ' f �. `� ,� _ ` va FS /" i � 599.38 TC
// .598.88 FL
! --- ria �- 59f.75
j
C�
5Q-:0� 594.48 _ a _ - c _ ®- �_ _ F4
592,40: 77 7i (n Lr) 4 � 00 � er ua u� "'
598.33 TUV - WALL Z 1 \ FG 598,12
( FG f 50+50 594,943 ,, -_ _ _ er; --.r -Fi 3 u . i 599.35 TC
587.043 TF } Sq+ 5
�. _ �, i 0 c�� �- --" � FI 598.85 FL
i a r a FCR Q f Gl OQ j'
e
tY7,5
.... _.._ __ _ _ �.434) 592.57 ` 594.53 �� � u� e t -- r
S
> FG FL j FL ` '
94.87 595<7
FL FG 596.55 u
592,53 ` - WALL ""'
i : / s -q0 51+25 FG 51+541 '' J
L _
_£ -
»
:..> � >awR l _-
_..._
E PROPERTY
' -
LINE
-. - - _
- - ._ .., .- ... - _ ____ --- ----- 599.19 TC
- - - - - = - ---- - - - _ = _ v 597.40 -_ - -- _ - _ - _ - 598.69 FL
- - _ _ - - -
- FL 97.FFL
597.41 T4;.\1592.4598.22 TC
FG I I 1 596.91 FL 597.72 FL 599.433 Tow
I 1 ( 598.53 FL
ONSITE RETAINING �.
Ef
E
ti
WALL PER SPR#: 15-0.526
AND PERMIT #: 16-40000033
II I 4
1
Mom
WALL L vRs**aFlLF,_
PRIVATE WALL
x
I.
N
ONSITE
IMPROVEMENTS
FLORAL DR
CENTERLINE DISTANCE VARIES PER PLAN
(E) CITY OF -\
, RETAINING
BAKERSFIELD, WALL
RIGHT OF WAY � �°" °� ��04 ,��
30,410 TO 40.00 10.00
7 ''�.•
EXISTING ROW7 2.00 7
0.50
'
28.4)0 TO 28.4)43 6.00 2.4)0I BENCH
S/W BENCH FL
SAWCUT '
LINE VARIES
- o
° ---•-- 24 1./�
5
>3
p
1.5%-3.4% ..
0
ROAD SECTION: FLORAL DRIVE
1+01.44 TO 2+08.01 & 02+48.00 TO END OF WALL (STA: 52+26.71 WALL "Z") SCALE: 1 " = 10'
r�
L6
;1400
0
0
Ln
FLORAL DR 13.3'- 0 <
CENTERLINE
(E CITY OF SLOPE VARIES 0
i RETAINING (4:1 MIN & 2:1 MAXI ONSITE co cm
BAKERSFIELD ' MALL
RIGHT OF WAY IMPROVEMENTS 0 n
Lu ru axe
FL 5%< ; 0
40.00' 143.004 � -
�- Lu w Q
:::msµ :::;ww;�:<;•,ti;,,,�;;<:.
EXISTING ROWw CL
.,�. - - , ,. -0..50,
111128.00' 6.00' 2.00'
2.00'
S/W BENCH BENCH
SAWCUT
LINE
VARIES o
15°I4 ��t
IV) 00
2.5%-•3.4 1 c�
0
\0
ROAD SECTION: FLORAL DRIVE
2+08.01 TO 02+48.00 SCALE: 1 " = '10'
m
o
'?c E �� Sr}+2S St}+S!} S0+7S 52+25 51+50 51+75 52+25 580
1
0
m
1
.51+UU
WA
i
#
S
is
12
M
9
8
6
-0
4
I �
2
A B
C D
Geotechnital Report
U.j
------ -----
Reinforcing terninating with
- - ---'
Kw ftrs,
'SAW
G COMCHNICAL ENGWMRING
................................................
PROMMO CNAKIERCIAL DEVFtLOMEN'T
A
2.M-4 MOMT VERNON NVENUE
I. SAID foir f-marify t*> --.k
CAUFORMA
Pet G"£—Report, V x,- SALE M Ei Vi€ieerirfq Qf wp' im"flttFE>
fx'40rxt hWt, h 24 j Z)1
6
Ntimtet: 2-2 1 &4=14
!-A..4AY'Ift
be a minimum 3'-0Long --------------
'
Retaining Wall 7"
Ty p ical Continuous Footing,
'010 Uj
Adivi 35 mf...
t-9
Pa- "so -"�w ve
Foot"11
1 9 S
Indisturbed soil
<
LLJ
LLJ
Cc
C*ncreta
Stirrup Tie Hooks
C-s-mmm li'nix
and
IMS and
"900�
W, MI'S
C
AVMVAkL
U
ar"I pma)..,;5 ;sf ro;--rffim*d oxmg"O.';m
U
rxwisizzeto "eW3 ;�:vvof-�th C? W
0. LU
<
Ee
U CM
LAJ
M'Degree Bend
t -'N:4' f:,o Tyfnt Oorft-n Co mem AS TM C 1, F,,>
C,
EXR
61201p
LA.
90 Dogree Be -Ad
2.1
danmp flr.�r kxlowillkcj -7 dat.no;#1
Z
......... N
XF .0,
rl-il gy;'Wo va,Suete '� 0 tv p"'tar;W with:"� me*i-?'r1"1m wqtv to exmlem
0 0 013 "*YW! rmxAor
W'*v
0,
91. 4 .4 f 0
Standard Hooks
be fn to- WIMMO 5 Rr, d0brrf;ow
9z
*3 bam, mW Umite., �[fwlw 40
N �w,, and leim�w
WoWed w-i'm iiPbm sh.0 gmnf of rn W AS T M Al 0,5
,,Y*kto w,!..,,v
shx�fviml �'Ms -;�twfwm tc� Cornpvmite Mmmex"� ami Coolp:)s�fS�
f 4.430#ftP' A0�4 14 f� WWI
ffi:11"3-z-etfW/fti- 'TNp wwo&mo r0olf"w3smiq wrflplxw"
he A8TtA r- SfxaJcm:,Tmd
- T'eix' �3
All conirwew wo* -".'s ii" ov-!m�rrnthzs km ia-A°'",
50, i0)
-owfom- tvi
1-2
i� ------ ----- T;—.
f&li1 AV 1-12,
1M Zi
Masortry Notes.,
411
TYrK3
M: Ww cemt
1, AR moorm, txkmf %r NA rfx&wm trs ox, --domaird1f;' ASTIV M AJIJ 'xiii"
Nkonrfrahwight C419M ps; w. le' -m
CMWN�Fw rvAmd "if.3 '-'amptwj 33rW liestofl "'.'q =''w'doom w.M
2iff W, k" rs, I "I rii;rFy t. il W A lm i f1;i*.�rta r'an-0 4)t<'fsi e1# its r mn to "?;o
*aq
Development Lengths
o P rl i ?:gb* t tf i t�ww tS of scxc' t i& 0 1 e -,t+; .21 13, 12 -rim; p8m, V';?1,Y e <N' -�
C;atftm�& &xIfIVIX, Wamu umm" q Mwmry ot oaij. bi!"!�4&�.'rl M, -6�
kx- r:""miwx�"
try "- rx5 k s rzrit wnounf"'* of 8&"� Aikati*"s or M-owim oe FA-ot
--%r Qs'M bo �WO
lypmpatod'
CaV), Mlortat may b0; ��Jte m"'wA "�t
R , ixod' �"mff�xmiS;f� ff$'f:*,A C;! 142 TbYrKn£+`trr: of fwi rnwy vmo:
. ..........
. mm'.v%M
nfp ;if ni "'18 day -4, .S# 2'0f'XV%%i
prd t-hpff cxa,ftnm ta ASIt I (,41S, 'Ni" stn' 1"JUI
bo dlffxfnmf-W in ASTM
lm AEMO
Ki 4Q
a:
01-4 bl—'& and lavqv- i -"o
cw��-Uv
Clw A Ss,. r 'w wilw; elifiw,'.
tWiMyflal Wdg
Ail klNta' �beft Nk IM tnp' pkimb, r'fwV' i'l,
Rebar Lap Splices
Min 4
aivvswit'll
fay i" C. and 94 4of 17,0 P'iw sari ,at 16*
The 'Jpper 12' ;'�baq'a Me M'Mer"M Olf"w"'d W,
nativisO f"Irming tl ditoh, dramillig W oprxvmd
45 0
g storn e'o'm
#15 Hodzons'1741 sfofr Sam. at 14" Atlo'-' tflor'k,
P'wmabte rovi'M f3m;Mw W
12'
of Retainao Heia""if
4' 0 Rv''Mwd DFair: pip-- Rl')-'Aw-
to Appmmod DiKhwpp $mm*jt4
or bedw
Hook'Stem. Fof.*.1q' and Key
eafllway
lowwe-st a':1joc-e M gf ade
A I B I C I D
M
CLEAR
'Ka v;)rw I 2";Rw)vf, fte•deaiflaq(?� Irta"t-rW bas
W."r*fy Re-Whing YVM.SIP-M'
OW'Tram' 0a51, "t, mate
parmeabW: nial aar*f44 k
1' of 'ReloznrA tieigtil
• 4�y 8" Va�' cWSUro at
Disr,ontinm, of lftus,,�-Iom �mma# 1uppor 4-Ift for r5
Hwizu- "AM Stomp, B�am;ofl 1 R' ox'.
4" 0 Dmm Mve Rowed
to Appfoved
Ho"* Skow". Fou-tin;'4, Ke -"t
Sam 5nky Foolirtes
0;5 F'xslirgg ears o'<." pmoh L',#' ..-..^,•.,
J
vi Native '$k�! W
dayiight fvxtop of fo'o6fl-q
X
nvw Tx,%
-A
18, i*10w, I,: ,,.,::,...
'grad'e.
I
[a
Z ft MY B41S
. ....... 0'o' oacrl vvAy
Addeo pooOrx'j 8�.a�r M .... --Z• i
CLP
...... ........... ............................ ................ .......
. .............. ... . . . .....
,X -
1, SAO Rx masortry oli..xk oovowfte)ftre.
PwGZ ootttoilnizaw R4PPork, Ole SkW frqjimw6nP Qjml�fP< ffj;� qu;et r�vjr 'jM1 applowf and be
W, "-ftiwo t%840��rxf oxv:�w;A'4=s pnor W WWW'me-flit r(�irnfordflq stoe!' ot loo-nCode. Ap lari t* in
lkw fomf's t.€ a #Otpr or appr(wal istamp on IM. --3o drawing,&
Site Retaining Wall "Y"
See table below for minimum
bend diameter
- ------ -------------------------
90 Dew-11ree Bend ........ ....... ...........
1 12 Vit, Reinforcing Bar
Minimum Inside Bend Diameters
#3 through #8 bars 0 = 4&, Stirrups and Ties #5 and Smaller
a ri n+h nxsit�
#9, #10, & #11 0 = 8db
#14 & #18 0 = 10&
dt,, -- Diameter of Bar
Standard Hboks
14
ACI -318 Section 7.11 and 7A.2 1 1, i-00
Note'. At footings With only
bottom reinforcing, omit top
bars shown
Typ' al Stem Wall Reinforcing.,
.T te
see plan
Typical S ' tern Wall, see plan
#4 Transverse Bars
(4 Total per step)
----------
Alj&w Baru
U.j
-Hook M K;ey ftr
Reinforcing terninating with
z
Kw ftrs,
...........
................................................
.............
Size of Typical Footing
I. SAID foir f-marify t*> --.k
LWAM
Pet G"£—Report, V x,- SALE M Ei Vi€ieerirfq Qf wp' im"flttFE>
a*vk!W wid apgmvii' t'tf jtke*'e d(aV,;. if 14.gw t* felaire 1; to 'ob, itt' Site
OmOriq pll"Oamtiortic, W401 a'l' rtfsJe:iSotion axe;aw'n�blts
00o't to Or Awmval own ba i6
fwm'of'a lenter t3' MAMp m the -m- 4,xwf33'q<p'
be a minimum 3'-0Long --------------
'
Retaining Wall 7"
Ty p ical Continuous Footing,
'010 Uj
U
0
see plan
N'T$'
A I B I C I D
M
CLEAR
'Ka v;)rw I 2";Rw)vf, fte•deaiflaq(?� Irta"t-rW bas
W."r*fy Re-Whing YVM.SIP-M'
OW'Tram' 0a51, "t, mate
parmeabW: nial aar*f44 k
1' of 'ReloznrA tieigtil
• 4�y 8" Va�' cWSUro at
Disr,ontinm, of lftus,,�-Iom �mma# 1uppor 4-Ift for r5
Hwizu- "AM Stomp, B�am;ofl 1 R' ox'.
4" 0 Dmm Mve Rowed
to Appfoved
Ho"* Skow". Fou-tin;'4, Ke -"t
Sam 5nky Foolirtes
0;5 F'xslirgg ears o'<." pmoh L',#' ..-..^,•.,
J
vi Native '$k�! W
dayiight fvxtop of fo'o6fl-q
X
nvw Tx,%
-A
18, i*10w, I,: ,,.,::,...
'grad'e.
I
[a
Z ft MY B41S
. ....... 0'o' oacrl vvAy
Addeo pooOrx'j 8�.a�r M .... --Z• i
CLP
...... ........... ............................ ................ .......
. .............. ... . . . .....
,X -
1, SAO Rx masortry oli..xk oovowfte)ftre.
PwGZ ootttoilnizaw R4PPork, Ole SkW frqjimw6nP Qjml�fP< ffj;� qu;et r�vjr 'jM1 applowf and be
W, "-ftiwo t%840��rxf oxv:�w;A'4=s pnor W WWW'me-flit r(�irnfordflq stoe!' ot loo-nCode. Ap lari t* in
lkw fomf's t.€ a #Otpr or appr(wal istamp on IM. --3o drawing,&
Site Retaining Wall "Y"
See table below for minimum
bend diameter
- ------ -------------------------
90 Dew-11ree Bend ........ ....... ...........
1 12 Vit, Reinforcing Bar
Minimum Inside Bend Diameters
#3 through #8 bars 0 = 4&, Stirrups and Ties #5 and Smaller
a ri n+h nxsit�
#9, #10, & #11 0 = 8db
#14 & #18 0 = 10&
dt,, -- Diameter of Bar
Standard Hboks
14
ACI -318 Section 7.11 and 7A.2 1 1, i-00
Note'. At footings With only
bottom reinforcing, omit top
bars shown
Typ' al Stem Wall Reinforcing.,
.T te
see plan
Typical S ' tern Wall, see plan
#4 Transverse Bars
(4 Total per step)
----------
I
M
I
i I K
t
12'abovelft i f i # i3 fiCsa # i iat r.hoWd N
"49 vt�
,WveSni� fim m., a v &Wi *airfinq h,> appf�y
81
j Rotairtfrkq WgM Stem
clafi's It �';p*rfyleaWe wfalefti t)arAfffl 10
within 12' CO' Retamd Height
wi -'@p I" c�x. V4-Wir.'* Slow, sets
#5 i4��40nlai Stem aam at
At 6` bf':)&
4' 0 Petforatwl Drain P03 Routed w.
W Approvod Discharge Strudure
Mfloirtimoftrg, Posamal System or b*ftr ........
Hook. $tem: iFooflrf% am Key
sors into Fµ� v
tri i
fn N4#ve $oil to
dAyfighl from #sit of fw1fig
------- ---
X"�
of soit
OVW
'it gw
L I I M
Van, 4 C66
6 / 201
CLEAR 8.
a A
�N'CIVIL
X
00C-1
'M
11
01 .
Added X-1Q*M4.g Bar at ... �-J
in Ki�� Bar
Z' POT G"woohnicei Ri*�pofl' �h5� SAU�-M Efirm—ting Gro --4, Inc aW appme of litle" dra"Nim.e efi4 'be retained to ob'aer.'-e �iw
.r*4aring and pfewrawf3 '* kw -11 a's to ("6,4feme" flzitsnoalim prior �o P��ment of mif1f<w'-'1g tmeftf w, wncwtf*� Appmva� vm bo" in
the toor"'of a 101W of appfoy8l -,tamp W. thw* dfS'Mr-'%'
Site Retaining Wall "Y"",
0,e M - --------- — -----
tai hig - ?�Ai V - Mp - -4�tit t
M
I
I "T
I
N
MWANNAMMOMMMOMM
I
00 dW
N
"j-8
C5
Cc
.............. ........ ....... -1 .....................
7 ------- --- * -------- 7 .....
Ty"pica tinuous Footing
U.j
Reinforcing terninating with
z
standard hooks, see plan
ko
0
Size of Typical Footing
M
LWAM
Reinforcing with standard
Each Horizontalf'Step
must
hooks as shown (min #4)
be a minimum 3'-0Long --------------
'
--------
Ty p ical Continuous Footing,
'010 Uj
U
0
see plan
Stepsin
Foot"11
1 9 S
Indisturbed soil
<
LLJ
LLJ
Cc
I
M
I
i I K
t
12'abovelft i f i # i3 fiCsa # i iat r.hoWd N
"49 vt�
,WveSni� fim m., a v &Wi *airfinq h,> appf�y
81
j Rotairtfrkq WgM Stem
clafi's It �';p*rfyleaWe wfalefti t)arAfffl 10
within 12' CO' Retamd Height
wi -'@p I" c�x. V4-Wir.'* Slow, sets
#5 i4��40nlai Stem aam at
At 6` bf':)&
4' 0 Petforatwl Drain P03 Routed w.
W Approvod Discharge Strudure
Mfloirtimoftrg, Posamal System or b*ftr ........
Hook. $tem: iFooflrf% am Key
sors into Fµ� v
tri i
fn N4#ve $oil to
dAyfighl from #sit of fw1fig
------- ---
X"�
of soit
OVW
'it gw
L I I M
Van, 4 C66
6 / 201
CLEAR 8.
a A
�N'CIVIL
X
00C-1
'M
11
01 .
Added X-1Q*M4.g Bar at ... �-J
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