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TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATELyJ � � r
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REVIEWED BY:
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE Uw nN j$
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APPROVED BY:�oo�ownz
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PUBLIC WORKS DIRECTOR, CITY OF BAKER
NICOLAS G. FIDLER, R.C.E. 61069
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BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN A LAMPHOI_E AT THE SOUTHEAST CORNER OF
SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG
THE CENTERLINE OF BUENA VISTA. ROAD.
ELEVATION = 354.13 (USGS DATUM)
BASIS OF BEARINGS:
THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS
SHOWN! ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT
PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS
OF BBE RINGS SHOWN HEREON,
LEGAL DESCRIPTION:
LOTS 38--42 OF TRACT 7245 AS PER MAP RECORDED MAY 24, 2016 IN BOOK 61 Or
MAPS AT PAGE 131 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A
PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE
AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA.
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PA JOB No. 2750K
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SHEETS
WEST MING SPECIFIC PLAN AREA
VICINITY MAP
NO SCALE
ShiESFNo. INDEX
S TITLE SHEET
BLOCK WALL NOTES
BLOCK WALL. DETAILS
SUMP "B" WALL PLAN
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN CHECK AND
INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES
7'--0"
WALL
58
LF
7'-6'
WALL
121
LF
8'-0"
WALL
376
LF
8'-6"
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95
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WALL TOTAL(S) 650 LF
UNDERGROUND SERNOE ALERT
OF SOUTHERN CA.IJFORMA
DIAL TOLE FREE 1-804-227-2600
AT IFAST TWO DAYS BEFORE YOU DIG
FUTURE
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PA JOB No. 2750K
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CONT TYP,
1.
ALL CONSTRUCTION SHALL. CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION,
WATERPROOF
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AND STANDARDS PERTAINING THERETO, AND THE OEOTEgHNICAL INVESTIGATION PREPARED BY BY SOILS
CONT. TYP,
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ENGINEERING, INC„ SEPI FILE N, 13-14568 DATED OCTOBER 14, 2013, SEI PILE No, 13-14358 DATED
.30" O.C. MAX
_I
MARCH: 27, 2014, AND SE! FILE L0, 14-14892 DATED .TUNE 24, 2014 AND ANY ADDENDA. THERETO.
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THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
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2.
ALL CON !RUCTION WITHIN THE CITY RIGHT O° WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE
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30" O.C. MAX
WITH CITY OF BAY.ERSFIFLD STANDARDS AND STATE OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION
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STANDARD SPECIFICATIONS DATED 2010 THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE
CONSIDERFD A PART CH THESE PLANS AND THE CONTRACIFOR SHALL OBTAIN A COPY FOR HIS CSE.
TOTAL)
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THE CONTRA( SHA' OBTAIN AND PAY FOR ALL NECESSARY PERMITS -BEFORE STAR' OF
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FOR BLOCK COLOR,
CONSTRUCTION AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKER D PUBLIC
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WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
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SEG.RTY BASES OF,' AN APPROVED ENGINEEtiS ESTIMATE FOR THE WORK PERFORMED WITHIN THE
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STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT.
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4.
24 HOUR NO CE. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
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INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NO -LICE. 'DIE SECTION MAY BE NOTIFIED AT
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(661} 326-3049.
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THE WD!TF?A`.TOR IS R SPO'C5LF FGR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE
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-
BUILDING SITE PRIOR TO CONSTRUCTION, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON 'THESE
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DRAWNGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS PORTER & ASSOCIATES, INC MUST BE
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NOTIFIED Or ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS
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EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
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AVAILA&E RECORDS. THE ENGINEER 'S NOT RESPONSIBLE FOR POSSIBI-E ERRORS OR OMI-SIONS. THE
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CONTRACTOR IS RESPONSIBLE FOR VERIFICATION Or THE LOCA FICA AND IEP IH OF Al IYl HJ IIES PRIOR
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TO BEGINNING OF ANY WORK, UNDERGROUND SERVICE ALERT (U SA. 1-800-227-2600) SHALL BE
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CONTACTED AT LAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
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ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDEP.CUT BY
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-
-
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS
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OF SHEETS
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
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A
B.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
_
ANY R1RTH .H WORK.
9.
TAE CONTRACTOR SNAIL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVIFSTON
-�
NECESSARY FOR A COMPLETE AFlD FUNCTIONAL PRODUCT.
10
ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF
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THESE DRAWINGS DRAWINGS AND SPECIFICATIONS SHALL BF REMEDIED, OR REMOVED AND REPLACED BY THE
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CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH
�'
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CORRECTION.
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11.
IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWING$ OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSUI TAFT THE OWNER OR CONTRACTOR
SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANCE OF ENGINEER IN RESPONSIBLE
AL LEYfNATE
CHARGE.
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THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY E0k „OB STE
THE CONTRACTOR AUR-
('ON-F.
TOTAL)12
3
-
CONDITIONS DURING THE OUEE OF .CSTR,rTION OF THIS RO rCTINC_UDINc E OSION
SEDIMENTA ON & SOFT CONTROL PLAN AND STORM WATER FCLLULON PREVENTION PLAN
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IMPLEMENTATION ON ANL THE SAFETY OF ALL PERSONS AND PROP�RTY� FLAT THIS
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CONTINUOUSLY AND NOT BE LIMITED ED TONORMAL WORKING HOURS AND THAT THE GCNTP4rTGR
.7.. -+-
CLF.APPLY
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SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HE ENGINEFR HARMLESS r10M ANY AND ALL
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LABILITY, REAL OR ALLEGED, IF, CONNECTION WITH, THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FGR LIABILITY ARISING FROM THE SOL_ NFOLKODICE OF THE OWNER OR THE ENGINEER.M
13.
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 -114E DRAWINGS HE SHALL SUBMIT A
PRIOR 0 EUNr rI C� BID PRICE
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF,
FOR THE PROJECT.
A t,-0 OR 7L-6" WALL
14.
PORTER & ASSOCIATES, INC.WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGE- TO OR
USES OF WEST PLANS. ANY AND ALL CHANGES TO THESE PANS MUST BE APPROVED IPI 'WRITING BY
MID --SECTION N.7.S.
PORTER & ASSOCIATES, INC.
15.
FORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16.
FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING FLAN, STREET PLANS, SEWER & STORM
DRAIN PLANS, NATER PLANS AND DRY UTILITY PLANS FOR THIS MAP.
17
AN OPEN STH EC PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERCRIELF, PUBIC WORKS
DFPARTMEN FOR AEI- WORK PERFORMED 'WITHIN XIPTING ACCEPTED STREET RIGHT OF WAY UNLESS
SECURED BY A SUBDIVISION AGREEMENTSTOLIDITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR
2" BRICK
SUMP SIDE
PL
STREET SIDE
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CONT TYP,
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7' 011 OR 7'--6" WALL
' ENV --SECTION N.T.S.
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED ..HALL BE PROVIDED PRIOR
u
TO ISSUANCE OF A PERMIT. in
18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET `�
BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ri
19. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 411, EXCFPT 0• T
FOR LA0 FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BL OR ALTERNATIVELY, THE CITY .._,,,{ EDGE OF FOOTING
ENGINEER MAY APPROVE CORB;NO BEHIND THE SIDEWALK OR OTHER METHOD ?0 PREVENT EROSION ONTO -- ----'--�--- � THE SIDEWALK. SIDEWALK.
20 UNDERGROUND SERVICE ALERT SHA_/_ BE CONTACTED TWO (2) 'WORKING DAYS PRIOR TO CONSTRUCTION.
(1-300 -612-2444)
21. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRAC FOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE --`-�- I --- - IT-- / -.�-� C)
DETERMINED BY THE CITY ENGINEER.z�¢
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NA' NOTES _I -- o w
1. ONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG TriE 6VALi_ LINE. -I n / T
2 BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTTA � (-E ,�
D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING - -`--
3. .XCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE
COMPACTION TO TOP OF FOOTIhIC OR FILLED AUH CONCRETE. EDGE OF FOOTING-/
4. FOR ALL BLOCK WALLS WITHIN THE CII' RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE --
RESPONSIBLE FOR COMPACTION TESTS FLUE NUMBER ARID LOCATION OF TESTS TO BE DETERMINED BY THE
CITY ENGINEER.
5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION 9" 22_ "
BELOW HIGHEST GRADE SDE DOWN TO FOOTING.
6. OMITTED HEAD JOINT SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED A- A SPACING OF
16 INCHES ON CENTER, DO NO, WATEPFROOF OVER OMITTED HEAD JOINTS. TYPICAL WALL FALSE PILASTER
7. FOR BLOCK 'WALLS THAT SERVE .AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH I T.$.
3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK
WALL CONTiNUF REINFORCEMENT THROUGH THE GAP.
B THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL. BE 6 -0" MIN. MEASURED FROM
THE HIGHEST ADJACENT GROUND.
9 MASONRY BLOCK WAU PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED.
10. ALL. RERAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
11. ALT_ RERAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12, GROUT ALL CELLS CONTAINING RERAR, TYPICAL.
1�/A7,�RPROOFi�fG SPECtFtCATiON5
1. WATERPROOF SURFACE WHIFF 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER
CITY STANDARD L-8.
STRUCTURAL N0"TES
GENERAL NOTES
L ALL WORK SHALL. BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE,- LATEST EDITION.
FOUNDATION NOTES
I. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS: 1- REINFORCING: ASTM A615, ORALS 60 REFORMED NAPS.
2. CEMENT: PORTLAND CEMENT, TYPE II, ,ASTM C-150.
3. AGGREGATE: ASTM C--33.
4. WATER: CLEAR! AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MLX DESIGN FOR FOOTINGS:
1 CLASS 3 CONCRETE 2500 PSI AT 28 DAYS.
? 505 LB OF CEMENT (MIN) PER CUBIC YARD,
8. 3/4" AGGREGATE (MAX).
4 S' SLUMP MAXIMUM WATER/CEMENT RA70: 0.50 (MAX).
MASONRY NOTES
1, MATERIALS 1. CONCRETE BLOCK MASONRY UNITS' ASTM C-90.
2 REINFORCING: ASTIR! ,1615, GRADE 60 DEFORMED BARS.
S. ADMIXTURES: ONL7( AS APPROVED BY THE ENGINEER.
2. MORTAR: 1. STRENGTH: TYPE 5, 1000 PSI CW 28 DAYS,
3. GROUT. 1 STRENGTH: 2000 PSI IS, 26 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
N
2" BRICK
SUMP SIDE
MORTAR. W FILLET -
CONT TYP,
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32` CLC.
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WATERPROOF
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SURFACE TO FG I,
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(,) 4-4 REeAR Ek WA- c� .EASTER
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ALTERNATE
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30" O.C. MAX
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(4
TOTAL)
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ALTER
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#4 CONT. TYP "P
F.,R dr_Cn COLOR,
PAT
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(3 TOTAL) �- �'
.0 I -`N CAPE ARCF, ECT- PIANS
FOR BLOCK COLOR,
- °
vIANUF,CT.,REC GRGL'i EIC,
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7' 011 OR 7'--6" WALL
' ENV --SECTION N.T.S.
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED ..HALL BE PROVIDED PRIOR
u
TO ISSUANCE OF A PERMIT. in
18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET `�
BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ri
19. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 411, EXCFPT 0• T
FOR LA0 FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BL OR ALTERNATIVELY, THE CITY .._,,,{ EDGE OF FOOTING
ENGINEER MAY APPROVE CORB;NO BEHIND THE SIDEWALK OR OTHER METHOD ?0 PREVENT EROSION ONTO -- ----'--�--- � THE SIDEWALK. SIDEWALK.
20 UNDERGROUND SERVICE ALERT SHA_/_ BE CONTACTED TWO (2) 'WORKING DAYS PRIOR TO CONSTRUCTION.
(1-300 -612-2444)
21. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRAC FOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE --`-�- I --- - IT-- / -.�-� C)
DETERMINED BY THE CITY ENGINEER.z�¢
l a3
I
NA' NOTES _I -- o w
1. ONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG TriE 6VALi_ LINE. -I n / T
2 BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTTA � (-E ,�
D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING - -`--
3. .XCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE
COMPACTION TO TOP OF FOOTIhIC OR FILLED AUH CONCRETE. EDGE OF FOOTING-/
4. FOR ALL BLOCK WALLS WITHIN THE CII' RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE --
RESPONSIBLE FOR COMPACTION TESTS FLUE NUMBER ARID LOCATION OF TESTS TO BE DETERMINED BY THE
CITY ENGINEER.
5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION 9" 22_ "
BELOW HIGHEST GRADE SDE DOWN TO FOOTING.
6. OMITTED HEAD JOINT SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED A- A SPACING OF
16 INCHES ON CENTER, DO NO, WATEPFROOF OVER OMITTED HEAD JOINTS. TYPICAL WALL FALSE PILASTER
7. FOR BLOCK 'WALLS THAT SERVE .AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH I T.$.
3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK
WALL CONTiNUF REINFORCEMENT THROUGH THE GAP.
B THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL. BE 6 -0" MIN. MEASURED FROM
THE HIGHEST ADJACENT GROUND.
9 MASONRY BLOCK WAU PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED.
10. ALL. RERAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
11. ALT_ RERAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12, GROUT ALL CELLS CONTAINING RERAR, TYPICAL.
1�/A7,�RPROOFi�fG SPECtFtCATiON5
1. WATERPROOF SURFACE WHIFF 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER
CITY STANDARD L-8.
STRUCTURAL N0"TES
GENERAL NOTES
L ALL WORK SHALL. BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE,- LATEST EDITION.
FOUNDATION NOTES
I. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS: 1- REINFORCING: ASTM A615, ORALS 60 REFORMED NAPS.
2. CEMENT: PORTLAND CEMENT, TYPE II, ,ASTM C-150.
3. AGGREGATE: ASTM C--33.
4. WATER: CLEAR! AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MLX DESIGN FOR FOOTINGS:
1 CLASS 3 CONCRETE 2500 PSI AT 28 DAYS.
? 505 LB OF CEMENT (MIN) PER CUBIC YARD,
8. 3/4" AGGREGATE (MAX).
4 S' SLUMP MAXIMUM WATER/CEMENT RA70: 0.50 (MAX).
MASONRY NOTES
1, MATERIALS 1. CONCRETE BLOCK MASONRY UNITS' ASTM C-90.
2 REINFORCING: ASTIR! ,1615, GRADE 60 DEFORMED BARS.
S. ADMIXTURES: ONL7( AS APPROVED BY THE ENGINEER.
2. MORTAR: 1. STRENGTH: TYPE 5, 1000 PSI CW 28 DAYS,
3. GROUT. 1 STRENGTH: 2000 PSI IS, 26 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
N
2" BRICK
SUMP SIDE
MORTAR. W FILLET -
STREE_f. SIDE
OR
LOT SIDE
2_ BRICK
SUMP SIDE
CONT TYP,
#4 r ,
32` CLC.
I
WATERPROOF
r
V O
1
-A
(/) X _
Z,
cuelc FT OF
s >
o = ` Y
OMIT HEAD
V C0 `-'
`r JOINTS @ FG
LL_Q
Ii F I
d FG
#4
CONT. TYP,
(,) 4-4 REeAR Ek WA- c� .EASTER
STREE_f. SIDE
OR
LOT SIDE
2_ BRICK
SUMP SIDE
-SLIGHT BEND
I
CONT TYP,
-
I
WATERPROOF
1 O
- F-
`9 w
�
1
FILTER FABRIC
Q)
cuelc FT OF
s >
O
may.!
i
FOOT OF WALL
TR
Ii F I
� J TO
#4
CONT. TYP,
(,) 4-4 REeAR Ek WA- c� .EASTER
0
ALTERNATE
"
RA
30" O.C. MAX
^I 0
� m
(4
TOTAL)
10
T I 1'1»
out 0
1. RL-
ZZ
F.,R dr_Cn COLOR,
PAT
RN MANUFA ICI+ER CR)II. ETC,
TR.
L. RFFER
.0 I -`N CAPE ARCF, ECT- PIANS
FOR BLOCK COLOR,
,IAIIERh
vIANUF,CT.,REC GRGL'i EIC,
0
0 o L
NU
a.
z
CT
-
w
23
z
uI
m
a
M
N
I
LJ
CC
LL
'
a
a
a
U
F�' y
� v
o
#4
CONT. tIY 32" O.C.
j
-SLIGHT BEND
I
CONT TYP,
-
AA]
WATERPROOF
1 O
- F-
`9 w
SURFACE TO FG
1
FILTER FABRIC
`J a LD
cuelc FT OF
s >
GRAVEL PER
i
FOOT OF WALL
TR
Ii F I
#j IIES (, T4 O.0
0 i
(,) 4-4 REeAR Ek WA- c� .EASTER
0
ALTERNATE
"
1_„
b
#4 CONT. TYP-+-., ,� / � i EGS I
(3 TOTAL)
I- f^
M1
1
CY
TYP.
L
y.
p" V .
F-
h_OTE:
OMIT GRAVEi_ BACKH_ AND FILTER K FABR.0
- F RETAINING.
FOR LESS THAN 2 U 0
81
-0IT OR 8'-6" WALL
MID-SECIION�y NT,
W LL CQh[RUCTIONi NOTES
CONT TYP,
-
AA]
FOGHNG FEINT ORCEM.NT PER 'HALL DETAIL
B)
SL -EIA CLOCK IEti WALL DETAIL
1
;F_
CVNLNUOUS R;HAR PER NA':. DETAIL
a
I;1
VI F TICAL RI BAR PER I' SLI KETAL
L,_
3nit, _ Vf.N..ER (TYPE BY M`I'TER.>)
TR
Ii F I
#j IIES (, T4 O.0
0 i
(,) 4-4 REeAR Ek WA- c� .EASTER
0
N
Ij 4 REe(1IT.A) FGOHNG BJMP OUT
E
#4 T ER TI A DEBAR (A IIOTA'-)
h <E x16' PPEv. SION BLOCK "K (Ort=Y)
E
F x8 x16' c,v C[CION dLOGK (GREY) CUT
T I 1'1»
6%8"x16' PFOOSIOTJI BLOCK (GREY) CUT
1. RL-
FR TO ll ANDC E ARCFF HILT'--, PLANS
F.,R dr_Cn COLOR,
PAT
RN MANUFA ICI+ER CR)II. ETC,
L. RFFER
.0 I -`N CAPE ARCF, ECT- PIANS
FOR BLOCK COLOR,
,IAIIERh
vIANUF,CT.,REC GRGL'i EIC,
PL
STREET SIDE
OR
LO( SIDE
#{4
CONT TYP,
-
z
30" CLC, MAX
0
1
(4
TOTAL)
a
(n ill V
�. LL
cu
wm.
TR
CJj N
fl�J
Lu m m
0 i
0
a�
LLI
i
A.
0
i
#4
COWL K, 24" -0. C.
i
I
T
MORTAR FIU FT
I �� SLIGHT BEND
#4 LP 24" O.C.-- i"_" z
.t
0
VD �J-NiAT`�RPRvOr F-
c
CTR. SURFACE TO FG
T a
O=x \ x Y OMIT HEAD--- i -FILTER FABRIC a
U o JOINTS Q f G t. .�� -1 CUBIC FT >
OF
U G -:; , GRAVEL PER
C FOOT OF 'WALL
Ia A-ALTERNATE-�
#4 COLI.
T
Y°_-� °
LEGS
(3
3 IGTAL `CI
_A i
I
3" CLIP, --I �-a-
E
FY
P,
C1 a.
1=3 .0 n�
NOTE:.
OMIT GRAVEL BACKFILL AND FILTER FABRIC
LE
SA . L�.SS THAN 2'-0" OF RETAINING.
6 1-0' OR
^ END --SECTION N.T.S.
RECORD DRAWING
41 FLL
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ty
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DA- df/12(2J18
LPA JOB No. -750
SHEET
i
OF SHEETS
NVT .5�,
L
ALL STATIONS AND OFFSETS ,ARE TO BACK OF WALL
- = THIS SHEET
R/W
RIGHT OF WAY
(LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS
AP = ANGLE POINT
!OF =TOP
OF FOOTING
OTHERWISE NOTED.
BC - BEGIN CURVE
CTR
CENTER
CL = CENFERI_INE
TOW
= TOP OF WALL.
ALL PROFILE STATIONING IS BASED ON CENTERLINE
DATA UNLESS OTHERWISE NOTED.
CONC CONCRETE
PETS
RETAINING
CONST - CONSTRUCTION
MAX
- MAXIMUM
STEP W WALL TO OCCUR AT PILASTER.
EC END CURVE
MIN -
MINIMUM
FTG = FOOTING
CLR =
CLEAR
[----NOTE' SEE STREET PLANS AND GRADING PLAN FOR
GB = GRADE BREAK
WL =
WALL STATION
F' AND FG TLEVATIONS-TYP ALI_ SHEFTSS
LS = LANDSCAPE
HDPE
= HIGH DENSITY POLYEHTYLENE
FG = FINISHED GRADE
TP.ACT 7288-5 TRACT 7288--5
LOT 12 Lor 13 1117
EDENDALE
i
d- ° 111 � Isar e� `.1 FI Orr
c
00 iii �, s "=r RE -T i
z /
N 1 1/ Ill E2.04 F_ -ie 51 80
S33'1 4'5-- "IN
63,00'
TRACT 7288-5
LOT 14
6
SIR
2 2
h22 JvdF
30 1453 lM1
Jl] 1� L QI
/52
'Ji 1 I ( I o
I I
'_00
_ II II �� / 1 m CO
N
F- O
t- O in ¢ w r i o o c 4 c� ¢ .J
CJ J v q n c .r TI Q
Q. o oaur �o
v4a
i r�oz ina-I m�
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d 4i A
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00
�— 5
o
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9 <,d
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WL 7+4405 :rl
BEGIN V/ALL ''.% Y L �' �sS�y ✓°.
HOFFMANN HOSPICE
(NOT A PART) / I c BARSF4ELD
MEMORY CARE
(NOT A PART)
HORIZONTAL. 1"=40'
VERTICAL: 1» 4'
f
CURVE TABLE
� U I �.�/ `moi I `K� ; '`✓ I 1 � I �<.>/ I �.ri 1 �✓ 1 �✓ ��i ( \✓ 1
tn'J Iq I4il O J Crj O O q'_.: q W 1 q_J N)� I �� O�J �h "VpIJ 4'�J CJ CjvIW ^pJ CIt9 N`Lj q4j V' W vY cj 4J
9 J OCL O 1 C> T� L
� F.. " �
i-� s ¢ t � �
.rte �"
m�a +w +a `+ r +.J �. - r+cx o c> Fu+c In+., ,r;+ + �a+� +�-I +Ia.
r r i n� d+-uJe rn.J a� m� ur �Gm �n 'mss you w ._.c e �A v. N- N;�' a�-
w a u, r- ,z ¢ a r q_ w. o ri a �'- c.. r v� rn - vJ ¢ yr w
�` vi r> w
3fi6... w SW J J n�i J SV N J 5 iC 3 ... a j�
.366
�..... ......
I
362 . . . . . . .. . . . . . . . TOW=361 .QO . . . . . . . . �. . . 362
1
. N\E: GATES SHAT I- BE I . - _ -IOW=36050
OCSoNED BY OTHERS . .) . .Tnu> ' IOW=
. FINISHED ('RADE
. PROF/CE (PAD SIDE)
?n 1
354 F_ ! .
.TQr 353.00
. - - - FINISHED ORAOE PROFILE
(SU,+AP SIDE) TF =351.50 a 11 oF.- TOF-3.
-351,00
350 ........ � � PRQFiLE ,,A. RiN„iEa cRA„E PROFIEE�._ . . ................. .
..
—� � � (SII'r1-7 aIDEJ
7+00 5+00 9+00 10+00 11+00
BLOCK WALL PROFILE
mml
I
O I ^
c
-'P T!'F= 53 0G 704 s 3.50
` OF -3.52.5.0
TOF-35200 {-FlNlSHED G'RAO%:
i0 F/N/SHED GRADE PRDF14FJ PROFILE (PAD S/DE)
(5UMP100 PROFILE "B 350
12.9-00 -- 13+00 - 14+M 0
3fN!
SUMP SIDE
CFD
91 OCZ 'NAL
S' INDE
C/L
STREET SIDE
I
I
A TYPICAL SECTION.
ao7 o SCALE
SUMP SIDE (1 LOT SIDE
FR9PCLi. LRIOCK WALL
R SHED
HETAINING
4 TYPICAL SECTION
NOT TlID ;-,ALE
�.a �jn wm cpm
�p
�o Ywc no>mh
C z cro � w rr
wai$ v>i=zm
T O N U G LL
gO�p1S -
�aoc�..ecu�Wf�
`:wy�C$V. J4Z0
wzav�''wz�`2wsw
y z2vl z
C)
U)
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Lij
I__ SJ q M
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_a
s
ui
z
LTi Lu
a
RECORDB2A
w
j
_1
`f+ FRED W, PO RTERI RCIE 33448 EXP'. DATE