HomeMy WebLinkAbout1.4-6577 Ph 6 OffsiteGENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
Current Edition.
FOUNDATIONS
A. For allowable soil bearing values refer to the Soils
Engineering Inc. Soils Report File No. 21-17997, Dated 05-27-21.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 60.
2. Cement: Portland Cement, Type 11, ASTM C-150.
3. Ag?regate: ASTM C- 33.
4. Wa er: Clean and Drinkable.
B. Concrete Mix Design For Footin and Well Grouting:
1. Class "B" Concrete, 25009PSSI 0 28 Do -
2. 5.0 Socks of Cement (min) per Cubic rcard.
3. 1 1Z2 st Ag regate (max).
4. 4 Vt Slump ?Max).
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Reinforcing Materials: ASTM A615, Grade 60
deformed.
3. Admixtures: Only as approved by the Engineer.
B. Mortar
1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI
0 28 days.
C. Grou t:
1 . Strength: 1500 PSI 0 7 days and 2500 PSI 0 28
days.
2. Concrete block masonry units shall be dry and
31 clean before grouting operation.
3. "Wet -setting" of the first course of block will be allowed.
NOTES
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
CITY CONST. INSPECTION DEPARTMENT 326-3049
PARKS DEPARTMENT 326-3117
GEN.ERAL -NOTES
1. BLOCK TYPE: SPLI CONCRETE BLOCK
SIZE: 6"x 8% 16"
COLOR: STANDARD GREY PATTERN
RUNNING BOND
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST
SIDE OF WALL UNLESS NOTED OTHERWISE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG
THE WALL LINE.
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
DEPARTMENT AND/OR PUBLIC WORKS DEPT.
6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A
ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY
BASIS.
7. 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.
8. WATER PROOF"SURFACE WITH %4 $' THICK ASPHALTIC WATER PROOF COATING
I
OR APPROVED EQUAL AS PER ITY STD. NO.L-8 COAT ONLY THAT POR11ON
BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE
FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA -SEAL
OR APPROVED EQUAL.
9. EXPANSION,,;1,.,1JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS,
AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS
WITHOUT PILASTERS.
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.
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1V2 " ±1 /8". ALL
F
REINFORCING STEEL SHALL BE 11ED FIRMLY IN PLACE RIOR TO PLACEMENT OF
BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO
BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
SHALL BE DONE WITH SAWCUTS.
11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK
AND N01IFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE
RESPONSIBILE FOR REPAIRS TO DAMAGED U11LITIES 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. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
SUBDIVISION IDEN11FICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND
APPROVAL PURSUANT TO BMC SECTION 17.150.110 V� ONE COPY OF THE SIGN PLAN SHALL
ALSO BE SUBMITTED TO THE PARKS DIVISION FOR IEW 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. THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGN DIMENSIONS. ANY FORMWORK
NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED 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 AN IMPROVEMENT AGREEMENT. APPROVED INSURANCE
AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED
WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD.
19. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED
20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR
TO CONSTRUCTION. 811.
U N I T 5
040T A PART)
KEY MAP
SCALE: 1 " =200'
UIDENOTES SHEET NUMBER FOR WALL
31
32
.40
33
2' WALL FOOTING EASEMENT
DEDICATED TO C.O.B. PER FINAL MAP
6"x2%16" SPUT-FACE CAP
STREET SIDE LOT SIDE
#5 CONT. BOND BEAM
(12" FROM THE TOP)-----'
6%8"A15" CONCRETE BLOCK
48" MAX SPACING (TYP.)
/-SEE NOTES1 & 2 ON SHEET1 ><
AND SECTION C ON SHEET 3 U)
#4 -L- BARS AT 32- D.C. LU
C)
(20- MIN. LAP SPLICE) X �1
#5 CONT. BOND BEAM
(AT MID HEIGHT)
48- MAX SPACING (TYP.)
GROUT SOLID ALL CAVITIES -
LANDSCAPE 2% MIN.
GRADE, 4.1 MAX.
-1777
LANDSCAPE GRADE VARIES
SEE CONSTRUCTION NOTE 25
C%4
FIRST COURSE TO CONSIST
M
1-�'
EL
co
OF UNMORTARED HEAD
9
C>
(A)
-J
27 EAST, M.D.M., CITY OF
JOINTS TO ALLOW FOR
-1
(0
Uj
Ci CN
N
ABBREVIATIONS
DRAINAGE. SEALANT TO BE
FL FLOWLINE
Uj
APPLIED BY WALL
FG FINISHED GRADE
U)
GE1 GRADE BREAK
CONTRACTOR.
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
00
I
FINISHED PAD/
TW TOP OF WALL
W1 WALL SECTION
-
to
FINISHED GRADE
TRACT BOUNDARY
CENTERUNE
EXISTING EDGE OF PAVEMENT
------- LINE OF SIGHT
r2jkl 1
70
79
69
80
KEY MAP
SCALE: 1 " =200'
UIDENOTES SHEET NUMBER FOR WALL
31
32
.40
33
2' WALL FOOTING EASEMENT
DEDICATED TO C.O.B. PER FINAL MAP
6"x2%16" SPUT-FACE CAP
STREET SIDE LOT SIDE
#5 CONT. BOND BEAM
(12" FROM THE TOP)-----'
6%8"A15" CONCRETE BLOCK
48" MAX SPACING (TYP.)
/-SEE NOTES1 & 2 ON SHEET1 ><
AND SECTION C ON SHEET 3 U)
#4 -L- BARS AT 32- D.C. LU
C)
(20- MIN. LAP SPLICE) X �1
#5 CONT. BOND BEAM
(AT MID HEIGHT)
48- MAX SPACING (TYP.)
GROUT SOLID ALL CAVITIES -
LANDSCAPE 2% MIN.
GRADE, 4.1 MAX.
-1777
LANDSCAPE GRADE VARIES
SEE CONSTRUCTION NOTE 25
C%4
FIRST COURSE TO CONSIST
M
1-�'
EL
co
OF UNMORTARED HEAD
9
C>
(A)
-J
27 EAST, M.D.M., CITY OF
JOINTS TO ALLOW FOR
-1
(0
Uj
Ci CN
N
ABBREVIATIONS
DRAINAGE. SEALANT TO BE
FL FLOWLINE
Uj
APPLIED BY WALL
FG FINISHED GRADE
U)
GE1 GRADE BREAK
CONTRACTOR.
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
00
I
FINISHED PAD/
TW TOP OF WALL
W1 WALL SECTION
-
to
FINISHED GRADE
TRACT BOUNDARY
CENTERUNE
EXISTING EDGE OF PAVEMENT
8- MAX.(6-8')
16- MAX.(7'-4-)
24- MAX.(8'-O-)
,4 EA. #4 BAR 0 6" O.C.
#4 BAR 0 8- D.C.
3"
3"X3"X3" CONCRETE BLOCKJ
CHAIRS SHALL BE USED To 30"
PLACE FOOTING REBAR
WALL SECTION 1
N. T. S.
21. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER /SU SDI VI DER/CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS
SHALL BE DETERMINED BY THE CITY ENGINEER.
22. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET
CURRENT STANDARDS SET BY THE PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR
UPGRADING AS PER CITY ENGINEER.
23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM
SLOPE SHALL BE 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
24. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL
HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3.
25. DEPTH OF SOIL COVER OVER WALL FOOTINGS SHALL BE A MINIMUM OF 6" FOR A
MINIMUM OF 12" HORIZONTAL DISTANCE FROM THE FACE OF STEM WALL ON THE STREET
SIDE. OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH OF SOIL
COVER TO THE WALL FOOTING SHALL BE 10
-'IT - 7-1
T ACT tA185"'577 AS
N
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IM M N Ul M
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED
TO THE CITY ENGINEE
f
Nk�
Woe 2eZ,,,
SHEET TITLE
1. COVER SHEET
2. McCUTCHEN ROAD
3. BUENA VISTA ROAD
BLOCK WALL LF 1,95
APPROVED BY: BLAINE NEPTUNE R.C.E. 55102
APPROVED BY: GREGG R. STRAKALUSE R.C.E. NO. 58663
PUBLIC WORKS DIRECTOR
A
EE
DATE
FOE, 11
..........
DATE
COW ZoLl-
REVIEWED BY: RYAN STARBUCK R.T.E. NO. 2327 DATE
TRAFFIC ENGINEER
A k
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION
OF BERKSHIRE ROAD AND AMARANTE WAY.
ELEVATION = 346.44' (U.S.G.S. DATUM) PER
TRACT NO. 6328 MONUMENT ELEVATION MAP
BASIS OF BEARINGS:
THE BEARING OF N 00*59'21" E SHOWN FOR THE WEST LINE OF THE SOUTHWEST
QUARTER OF SECTION 30, T. 30 S., R. 27 E. PER PARCEL MAP NO. 10155, P.M.
BOOK 49, PAGES 82 AND 83 WAS TAKEN AS THE BASIS OF BEARING SHOWN HEREON.
BEING AN ADJUSTMENT OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT NO. 84-97, PER
CER11FICATE OF COMPLIANCE RECORDED JANUARY 6, 1998 AS DOC. NO.
0198000870 AND THOSE
CERTAIN PARCELS OF LAND AS DESCRIBED IN GRANT DEEDS, RECORDED
ON APRIL 30, 1993 IN
BOOK 6840, PAGE 625, BOOK 6840, PAGE 626, AND JUDGMENT RECORDED IN BOOK 7065, PAGE
1124, ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY
RECORDER; ALSO BEING A
PORTION OF SOUTH HALF OF SEC11ON 30, TOWNSHIP 30 SOUTH, RANGE
27 EAST, M.D.M., CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA
LEGEND:
Ci CN
N
ABBREVIATIONS
FL FLOWLINE
CL CENTERUNE
EG EXISTING GRADE
FG FINISHED GRADE
GE1 GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
TC TOP OFCURB
TW TOP OF WALL
W1 WALL SECTION
'PROPOSED WALL
TRACT BOUNDARY
CENTERUNE
EXISTING EDGE OF PAVEMENT
------- LINE OF SIGHT
ammm aps"Mm PHASELINE
SEC11ON IfTO
SEC11ON LINE
SHET SECTION IS LOCATED
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&
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CONSTRUCT MONUMENT PER
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LANDSCAPE AREA TO *SEWER EASEMENT TO BE
BE DEDICATED NTH DEDICATED WITH THE FINAL MAP
ANAL MAP
PA R/W
2' WALL FOOTING 1 71-18' 9 11 10' 45-61'
EASEMENT TO BE VARIES
DEDICATED NTH EX. VARIES
FINAL MAP L 20' SEWER
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G/8 VARIES
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PROPOSED CURB \,PROPOSED A.C.
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McCUTCHEN ROAD
STA. 10+00.00 TO STA. 22+86.47
NOT TO SCALE
15+00 16+00 17+00 18+00 19+00 20+00 1)21+00
MONUMENT PER DETAIL
ON SHEET 3
AS SHOWN ON PLANS
1 OF 6"x2"x8" SLUMPSTONE 6"x8"x16" SPLIT FACE 1 OF 6"x2mx8" SLUMPSTONE
SOLID BLOCK CAP CONCRETE BLOCK 1 OF 6"x2"x16" SLUMPSTONE SOLID BLOCK CAP
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COLOR: NATURAL COLOR: NATURAL
7ymAL mu. a mmm BuEm vwA +-mc=cHm RoAD
2 P -O" 6"x8"x16" CONCRETE BLOCK NOT TO SCALE
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BLOCK W/ #4 BAR EACH (UPPER COURSES)
CELL NTH HORIZONTAL
STIRRUPS rA SECTION
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10+7511+00
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LANDSCAPE AREA TO *SEWER EASEMENT TO BE
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NOT TO SCALE
15+00 16+00 17+00 18+00 19+00 20+00 1)21+00
MONUMENT PER DETAIL
ON SHEET 3
AS SHOWN ON PLANS
1 OF 6"x2"x8" SLUMPSTONE 6"x8"x16" SPLIT FACE 1 OF 6"x2mx8" SLUMPSTONE
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346 346
358
344 344
-
342 342
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356
356
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338 338
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332 332
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348
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346 346
-
344 344
-
342 342
-
340 340
LINE
BEARING
DISTANCE
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N 46*03'59" E
17.06'
L2
N 43*56'01" W
32.46'
338 338
N 88*51'23" W
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328 328
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t
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22+00 21+50 jj 22+00
MONUMENT PER DETAIL
ON SHEET 3
358
356
354
352
LID
00
C+- 350
348
346
344
342
340
338
336
334
332
330
328
326
23+00
LINE TABLE
LINE
BEARING
DISTANCE
Ll
N 46*03'59" E
17.06'
L2
N 43*56'01" W
32.46'
L3
N 88*51'23" W
97.63 0
LEGEND.
ABBREVIATI
FL FLOWLINE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
TC TOP OFCURB
TW TOP OF WALL
W1 WALL SEC11ON
PROPOSED WALL
TRACT BOUNDARY
CENTERLINE
EXISTING EDGE OF PAVEMENT
LINE OF SIGHT
PHASELINE
EASEMENT
SECTION LINE
SHEET SECTION IS LOCATED
SCALE: 1 = 50'
50' 25' oil 50' 100,
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352
350
348
346
344
342
340
338
336
334
332
330
328
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352
350
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346
344
342
340
338
336
334
332
330
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79.94'
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160.48
L4
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42.86 1
v
10+50 11+00 12+00 13+00 14+00
MONUMENT PER DETAIL 1
ON THIS SHEET
LANDSCAPE AREA TO
BE DEDICATED WITH
FINAL MAP
R/W 2' WALL FOOTING
P/L EASEMENT TO BE
DEDICATED WTH
54';�61' 71 1 7-9 FINAL MAP
VARIES
:Ll 2' E.P. -+-42'-49'
6,
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PAVEMENT r* K� 274- PAD ELEV.
2% 2.07. rn 2%
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MEN WL RIM �,m
356
354
352
350
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346
344
342
340
338
336
334
332
330
328
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15+00 16+00 17+00 SECTION 1 18+60 18+50
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ON THIS SHEET
2" CONCRETE CAP
(TYP. ON WALL)
3" CONCRETE CAP
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LEDGESTONE-NORTHLAND
2" CONCRETE CAP
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DETAIL OR GENERAL NOTE 1
ON SHEET 1 OF WALL --.Mod
CONSTRUC11ON PLANS
TOP OF FOOTING
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LEDGESTONE-NORTHLAND
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DETAIL
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GB
#4 "L" BAR EACH CELL
NTS
EXTENT OF WALL FOOTING
MASONRY lIES EACH DIRECTION
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PROPERTY LINE
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MONUMENT PER DETAIL 1
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LANDSCAPE AREA TO
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P/L EASEMENT TO BE
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54';�61' 71 1 7-9 FINAL MAP
VARIES
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2% 2.07. rn 2%
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k%\ STA. 10+00.00 TO STA. 17+49.27
MEN WL RIM �,m
356
354
352
350
w
346
344
342
340
338
336
334
332
330
328
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15+00 16+00 17+00 SECTION 1 18+60 18+50
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ON THIS SHEET
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(TYP. ON WALL)
3" CONCRETE CAP
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LEDGESTONE-NORTHLAND
6"x8"xl6" SPHT-FACF c-nirm mmum wTu
LEDGESTONE-NORTHLAND
2" CONCRETE CAP
12"X24" EMSER 11LE
6"x8"xl6" SPLIT -FACE
CONCRETE BLOCK
COLOR: NATURAL
c1l,
SEE TYPICAL WALL El EVAIION
DETAIL OR GENERAL NOTE 1
ON SHEET 1 OF WALL --.Mod
CONSTRUC11ON PLANS
TOP OF FOOTING
CORONADO STONE ELEMENT
LEDGESTONE-NORTHLAND
LOT SIDE
#5 CONT. BOND BEAM PA
0 12" FROM THE TOP
48" MAX. SPACING (TYP.)
#4 BAR 0 16" O.C.
(20* MIN. LAP SPLICE)
#4 1" BAR 0 16" O.C.
(20" MIN SPLICE)
W/ #4 BAR 0 ANGLE
11-311! li
A--\ SEC -1710N
NTS
STREET SIDE
3" CONCRETE CAP
6"x8"xl 6" CONCRETE
MORTARED BLOCK
#5 CONT. BOND BEAM
0 MID HEIGHT
48" MAX SPACING (TYP.)
3" CONCRETE CAP
.---W'x8"xl6" CONCRETE
MORTARED BLOCK
7
- #4 "L" BAR 0 9" O.C.
- 4 EA. #4 BAR 0 9" O.C.
3" (TYP.)
6 1 - - -
3'-2"
SEC110N
Nl'S
LEGEND. -
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
EG
EXISlING GRADE
DETAIL
FINISHED GRADE
GB
#4 "L" BAR EACH CELL
NTS
EXTENT OF WALL FOOTING
MASONRY lIES EACH DIRECTION
ELEVA11ON
PROPERTY LINE
0.67' WIDE CONCRETE CAP
SEE WALL SEC11ON DETAIL
Lo
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15.00' r CONCRETE CAP
U-)
7-1
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b
L0
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CENTERLINE
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------- LINE OF SIGHT
PHASELINE
#5 BARS EA. WAY
A SECTION LINE
Lo
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00
K
10"x8"06" MORTARED CONCRETE BLOCK
------------------- -
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rOO
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BAR EA. WAY
------ 2.68'xl.85' CONCRETE CAP
0.75'
5i
Nl-2
017 05
-1T
U-)
�j— m
C5
2.341.51' CONCRETE CAP
IT
CLUB CLAD PRECAST
1 O"x8"xl 6" CON CRETE
8"x8"xl6" MORTARED
BLOCK WITH #4 "L" BAR
CONCRETE BLOCK
EA. CELL
LOT SIDE
#5 CONT. BOND BEAM PA
0 12" FROM THE TOP
48" MAX. SPACING (TYP.)
#4 BAR 0 16" O.C.
(20* MIN. LAP SPLICE)
#4 1" BAR 0 16" O.C.
(20" MIN SPLICE)
W/ #4 BAR 0 ANGLE
11-311! li
A--\ SEC -1710N
NTS
STREET SIDE
3" CONCRETE CAP
6"x8"xl 6" CONCRETE
MORTARED BLOCK
#5 CONT. BOND BEAM
0 MID HEIGHT
48" MAX SPACING (TYP.)
3" CONCRETE CAP
.---W'x8"xl6" CONCRETE
MORTARED BLOCK
7
- #4 "L" BAR 0 9" O.C.
- 4 EA. #4 BAR 0 9" O.C.
3" (TYP.)
6 1 - - -
3'-2"
SEC110N
Nl'S
LEGEND. -
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
EG
EXISlING GRADE
FG
FINISHED GRADE
GB
GRADE BREAK
LS
LANDSCAPE
ELEV
ELEVA11ON
P/L
PROPERTY LINE
R/W
RIGHT-OF-WAY
TC
TOP OF CURB
TW
TOP OF WALL
Wl
WALI SECTION
PROPOSED WALL
TRACT BOUNDARY
CENTERLINE
EXISTING EDGE OF PAVEMENT
------- LINE OF SIGHT
PHASELINE
CTION LETTER
A SECTION LINE
SHEET SECTION IS LOCATO
LOT SIDE
#5 CONT. BOND BEAM PA
0 12" FROM THE TOP
48". MAX. SPACING (TYP.)
#4 BAR @ 16" O.C.
(20n MIN. LAP SPLICE) f
#4 1" BAR 0 16" O.0
(20" MIN. LAP SPLICE)
W/ #4 BAR @ ANGLE
l)-31)
CD I - --
3 2
SEC"nON
NTS
STREET SIDE
3" CONCRETE CAP
'12" CERAMIC TILE
8"&06" CONCRETE
MORTARED BLOCK
#5 CONT. BOND BEAM
,0 MID HEIGHT
48" MAX SPACING (TYP.)
-10"x8"xl6" CONCRETE
MORTARED BLOCK
7 #4 0 L" BAR 0 9" O.C.
�—(20" MIN. LAP SPLICE)
4 EA. #4 BAR 0 9- O.C.
3$) (TYP )
SCALE: 1 = 50'
50' 25' 03, 50s 100'
N