HomeMy WebLinkAbout1.4-7255 7256GENERAL 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. Report No. 13-14656, Dated 2-3-14.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615,' Grade 60.
2. Cement: Portland Cement, Type II, ASTM C-150.
3. Aggregate: ASTM C-33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Well Grouting:
1. Class "B" Concrete, 2500 PSI ® 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 11/2" /2" Aggregate (max).
4. 4" Slump (max).
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216
3. Reinforcing Materials: ASTM A615, Grade 60
deformed.
4. Admixtures: Only as approved by the Engineer.
B. Mortar:
1. Strength: Type S, 1200 PSI ® 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28
2. Concrete block masonry units shall be dry and
clean before grouting operation.
3. "Wet -setting" of the first course of block will be allowed.
NOTES
1. 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
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GENERAL NOTES
1. BLOCK TYPE: MORTARED CONCRETE BLOCK
SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16"
COLOR: STANDARD GREY
PATTERN: RUNNING BOND
CAP: RED BRICK WITH WHITE MORTAR
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.
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 909 OF MAXIMUM DRY
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF
12 INCHES BELOW BOTTOM OF FOOTING.
S. WATER PROOF SURFACE WITH 1/4- THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED NTH
A CLEAR WATER SEAL SUCH AS "AQUA -SEAL". OR APPROVED EQUAL.
9. EXPANSION JOINTS 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
1/2" :k1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
IN PLACE PRIOR 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 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 NOTIFICA-
TION 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 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 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 DEPT. 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 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 SHOWN HEREIN ARE PRIVATE WALLS AND ARE
TO BE PRIVATELY MAINTAINED.
CONSTRUCTION PLANS
FOR
TRACT 7255 & 7256 OFF-SITE
MING AVENUE & ALLEN ROAD
PRIVATELY MAINTAINED
BERRENDA MESA
WATER STORAGE DISTRICT
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NEATLY GROUT CAVITY
2, 3, 4 OR 5 EA. 8"x8'x16"
FIRST COURSE TO CONSIST OF
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LANDSCAPE
ALLOW FOR DRAINAGE
GRADE 2X
FINISHED GRADE
LANDSCAPE GRADE VARIES
(6" MIN. TO 14' MAX.)
3"X3"X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING REBAR
-,;: 6' MIN.
23" I 24" 14' MAX
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34 BAR O 32" O.C.
55"
WALL SECTION 2
® SHEET N0. INDEX
SHEET TITLE
1. COVER SHEET
2. ENTRY MONUMENT DETAILS
3. ENTRY MONUMENT DETAILS
4. MING AVENUE
5. MING AVENUE
6. MING AVENUE AND ALLEN ROAD
LIST OF MATERIALS
BLOCK WALL LF 3662'
SOLO 3 5/8% 2 11ex 7 5/8"
SUNSET RED BRICK HEADER WTH
1/2' TO 3/4" REVEAL
3 5/8"x 1 1/4"x 7 5/8"
SUNSET RED BRICK VENEER
(SOILDER COURSE)
6'x8 AV CONCRETE BLOCK
STUCCO STREET SIDE
(BRO N COAT)
(COLOR OMEGA II COAT)
15 CONI. BOND BEAM
(AT MID HEIGHT) -
STREET SIDE ,r J/
GROAT SOLID ALL CAVITIES
26 2.. .
LANDSCAPE GRADE VARIES "
(6' MTI. TO 8' MAX.) }..
3'X3'X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO 59"
PLACE FOOTING REBAR
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#5 CONT. BOND BEAM
(12' FROM THE TOP)
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(12" FROM THE TOP)
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WALL SECTION 3
ENGINEER'S STATEMENT
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 IMPROVEMENT REQUIREMENTS
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 DURINGJGONSTRUCTION. /
-ROGER A. McINTOSH R.C.E. 33322
EXP. 6-30-16
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE "PRIVATE"
AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO., 61069 EXP. 12-31-16
to �b i j
DATE
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REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
DATE
REVIEWED BY: TRAFFIC ENGINEER DATE
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THE BEARING OF N 01'0220" E SHOWN FOR THE EAST
LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON
RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN
THE OFFICE OF KERN COUNTY RECORDER WAS USED
AS THE BASIS OF BEARINGS SHOWN HEREON.
BENCH USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN
ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION
12, T.30 -S, R.26E.,
ELEVATION = 367.96 (NAVD 88 DATUM)
OWNER & SUBDIVIDER:
CASTLE & COOKE CALIFORNIA, INC.
10000 STOCKDALE HIGHWAY
BAKERSFIELD, CA 93311
CONTACT: SCOTT THAYER
PH.: 661-664-6500
SOLID 3 5/8"x 2 1/4"x 7 5/8'
SUNSET RED BRICK HEADER
3 5/8% 1 1/4"x 7 5/8"
SUNSET RED BRICK VENEER
(SAILOR COURSE)
1"x 2 1/4"x 7 5/8"
SUNSET RED BRICK VENEER
(RUNNING BOND)
2.67" C. TO C.
(rip.)
6"x8'x16" CONCRETE BLOCK
#5 CONT. BOND BEAM
(AT MID HEIGHT) _
GROUT SOLID ALL CAVITIES
�- STREET SIDE
2 EA. 8"x8"x16"
CONCRETE BLOCK
LANDSCAPE GRADE VARIES
(6" MIN. TO 16" MAX.)
YXYX3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING ROM
2"
#5 CONT. BOND BEAM
(12' FROM THE TOP)
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WALL SECTION 4
N.T.5. Know what's below.
P5_1/7; 5_4 Call before you dig.
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RED BRICK VENEER NTH
WHITE MORTAR (SAILOR COURSE)
PRECAST PILASTER CAP -� _ _ •-- _ _ • _ _
S-4' x 3'-4" CMU COLUMN /
WITH PRECAST COLUMN CAP -/
(TYP•)
6" CONC. BOCK
(SEE WALL SECTION 7)
1 '1%LUrw 1 1 1"111L. 4 1 u-
SIGNAGE INSTALLATION REQUIREMENTS:
STAM M SIM WALL ANCHORS (1/4 2 1/Y) MWI.
MOUNTED TOP At BOTTOM EVERY 6 INM FLUSH TO
WALL NITH EPDXY 3 SHALL HAVE NO VOIDS 6ETWEEN
SIGNAGE Nt WALL
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PRECAST COLUMN CAP
I 27.00' 8.00'
*TOP OF FOOTING MINIMUM (SEE Wim• SECTION 5)
6" CONC. BLOCK �6� 6" BELOW LANDSCAPE GRADE "
[(UPPER COURSES) N
YP.) 8 CONC. BLOCK (TYP.)24
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I RED BRICK ROWLOCK CAP {DOUBLE ROW) o "�
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RED BRICK VENEER (SOLIDER COURSE) 2% MIN. , a PLANTER
3 5/8"x 2 1/4"x 7 5/8' SUNSET 2.25% MAX ! N FINISHED GRADE
RED BRICK ROWLOCK CAP (DOUBLE ROW) .767.2 r0P f7es I PRECAST ARCHITECTURAL BAND
ON 3 5/8-X 1 1j4"X 7 5/8- RED BRICK VENEER - —
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SUNSET RED BECK WITH SEE WALL PROFILE
ANCHOR TIES TO CONCRETE BLOCK FOR ELEVATIONS
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NUMENT AT MING AND ALLEN PLAN VIEW B ENTRY MONUMENT A T MING AND ALLEN SECTION i I SUPPORT MOUNTING
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(DOUBLE ROW) M PRECAST COLUMN CAPSLa
3 5/8'x 1 1/4"x 7 5/8" N (TYPICAL ALL COLUMNS) 3 5/8'x 2 1/4x x 7 5/8" PIER P205 A I A
SUNSET RED BRICK VENEER RED BRICK CAP WITH -
(SOILDER COURSE) WHITE MORTAR (ROWLOCK) 101110111
4"x 3/8' STEEL PLATE -� ( " .
ARCHITECTURAL 3 5/8"x 2 1/4"x x 7 5/8" 3 5/8'x 1 1/4"x x 7 5/8" WELDED TO i -1/2"x3" TUBE o I ( 6x6 x1/4 SQUARE
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NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" R
SUNSET RED BRICK WITH WHITE MORTAR
8"x 8"x 16" CONCRETE BLOCK 3 5/8"x 2 1/4% 7 5/8" SUNSET RED BRICK CAP 2" 3 5/8'x 2 1/4"x 7 5/8" SOJD SUNSET
�b•ll WITH MATCHING STUCCO ON STREET SDE WITH WHITE MORTAR RED BRICK CAP WITH WHITE
(LOWER COURSES, PER PLANS) N MORTAR (ROWLOCK -DOUBLE ROW)
3 5/8"x 5/8"x 7 5/8" RED BRICK
71/2" EXPANSION JOINT 6"x 8"x 16" T O CONCRETE ENL VENEER WITH WHITE MORTAR
WITH MATCHINGNG STRTA
ON STREET SIDEIDE
3 5/8"x 2 1/4"x 7 5/8" (UPPER COURSES)
SUNSET RED BRICK VENEER �\
ANCHOR TIES TO CONIC. / r \ SE TION
J N. TS.
10"x 8"x 16" BLOCK W/ 2 EA. #4 "L" BAR 0 PILASTER
1/2" EXPANSION JOINT WITH CLOSED END BLOCK AT EXPANSION
JOINT, TERMINATE BOND BEAM STEEL. (TYPICAL)
#4 "L" BAR 0 32" 0/C
#4 BAR 0 32" 0/C
#4 BAR CONTINOUS 10"x 8"x 8" BLOCK W/ #4 "L" BAR 0 PILASTER
6"x 8"x 16" BLOCK _ _ _ _ _ _ _ _ _ _ _ _
#4 BAR CONTINOUS 6"X 8"X 16" BLOCK z
I o v
r w
—L-------II —
RED BRICK VENEER 0 PILASTERS
#4 BAR CONTINOUS 4"x 8"x 16" BLOCK W/#4 "L" BAR EACH CELL 0 PILASTERS
PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1
FINISHED GRADE VARIES - f 85 " 6 EA BAR 0 13 U.U.
r�
(6" MIN. TO 12' MAX.) 7 14 BAR 0 32" O.C.
3'X3'X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING REBAR
75"
WALL SECTION 5
II I I I I FINISHED
GRADE
I (
BOLTED I
A. 5/16" I
o I< I 4 EA. 18' Na 4 REBAR
WELDED TO 6" SQ. HSS
zi
I
3'-4"
E COLUMN DETAIL W TH ANCHOR
Z N. T-5
6"x6"x1/4 SQUARE
HSS
GROUT SOLID ALL CELLS 8"x8"x16"
CMU BLOCKS
(RUNNING BOND)
--
WELDED TO TUBE
M 4 EA. # 6 VERT. BARS
E-1 0 111 #4 TIES O 18' O.C.
3 5/8"x 2 1/4"0 5/8"
SUNSET RED BRICK
WITH WHITE MORTAR
SECTION A -A (RUNNING BOND)
NOT TO SCALE
3 5/8"x 2 1/4x 7 5/8' SOLID SUNSET
1"x 2 1/4"x 7 5/8"
3 5/8"x 7 5/8"x 2 1/4"
CONT. BOND BEAM
SUNSET RED BECK VENEER
(12" FROM THE TOP)
(
(SOLDIER COURSE)
MORTAR (ROWLOCK -DOUBLE ROW)
16" SQUARE TRAVERTINE
(ROWLOCK -DOUBLE ROW)
PLANTER SIDE
#5 CONT. BOND BEAM
i
(SEE DETAIL "B" ON SHEET 2)
#5 CONT. BOND BEAM
*1 1/4"x 3 5/8"x 7 5/8" RED
(AT 3/4 HEIGHT)
BRICK VENEER WITH WHITE GROUT
(SEE DETAIL "C" ON SHEET 2)
#4 "L" BAR AT 48" O.C.
6'x8'xt6' CONCRETE BLOCK
SEALANT TO BE APPLIED x
w
LOT SIDE _...,"e'
BY WAIL CONTRACTOR
LOT SIDE ..rJ� --
f
PLANTER SIDE c
t
I
x
-,
M
SEALANT TO BE APPLIED
i CONT. BOND BEAM
'VMr BAR AT 8" O.C.
# o
Z
(AT MID HEIGHT)
{RUNNING BOND)
(2.67" C. TO C. TYP.)
(CENTERED IN WALL)
c5 i �
s
='
s
" '
(48" MIN. SPLICE)
BY WALL CONTRACTOR
a
NEATLY GROUT CAVITY
I
;�
a
vTi
#5 CONT. BOND BEAM
;' SEALANT TO BE APPUED
?
X
GROUT SOLID ALL CAVITIES
I
# 'L" BAR AT 8" O.C.
i�
(
TO 48" ABOVE TOP OF
BY WALL CONTRACTOR
a
#5 CONT. BOND BEAM
FOOTING
o
t-
r
v,
c
(AT 1/4 HEIGHT)
6"x8"x16"
N
FIRST COURSE TO CONSIST OF M
in
GROUT SOUD ALL CAVITIES
#4 -vERr BAR AT 24' O.C.
z_
_
CONCRETE BLOCK 2X
UNMORTARED HEAD JOINTS TO
o
U
#5 CONT. BOND BEAM
LANDSCAPE
(CENTERED IN WALL)
i
'""
8X8X16
a
LANDSCAPE GRADE VARIES
s.: 8" ALLOW FOR DRAINAGE
-�,
0,
CONCRETE BLOCK
(AT MID HEIGHT)
FIRST COURSE TO CONSIST OF
(48' MIN. SPLICE)
o
i
w
Qo
w
UNMORTARED HEAD JOINTS TO ,
a
2
..
L BAR AT 24 O.C.
ALLOW FOR DRAINAGE 0°
a
v
"�
STREET SIDE -..
as• 3 EA. 04 BAR 0 7- D.C.
EXTEND TO 48" ABOVE TOP OF
34"
,
33"
_�
/�-
i1R BAR 0 32' O.C.
FINISHED GRADE VARIES - f 85 " 6 EA BAR 0 13 U.U.
r�
(6" MIN. TO 12' MAX.) 7 14 BAR 0 32" O.C.
3'X3'X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING REBAR
75"
WALL SECTION 5
II I I I I FINISHED
GRADE
I (
BOLTED I
A. 5/16" I
o I< I 4 EA. 18' Na 4 REBAR
WELDED TO 6" SQ. HSS
zi
I
3'-4"
E COLUMN DETAIL W TH ANCHOR
Z N. T-5
6"x6"x1/4 SQUARE
HSS
GROUT SOLID ALL CELLS 8"x8"x16"
CMU BLOCKS
(RUNNING BOND)
--
WELDED TO TUBE
M 4 EA. # 6 VERT. BARS
E-1 0 111 #4 TIES O 18' O.C.
3 5/8"x 2 1/4"0 5/8"
SUNSET RED BRICK
WITH WHITE MORTAR
SECTION A -A (RUNNING BOND)
NOT TO SCALE
WALL SECTION 6
Know what's below.
�SI-7pss rase 0111 before you dig.
3 5/8"x 2 1/4x 7 5/8' SOLID SUNSET
3 5/8"x 7 5/8"x 2 1/4"
RED BRICK CAP NTH WHITE
SUNSET RED BRICK
MORTAR (ROWLOCK -DOUBLE ROW)
(ROWLOCK -DOUBLE ROW)
PLANTER SIDE
#5 CONT. BOND BEAM
i
3 5/8"x 1 1 /4"x 7 5/8"
3 5/8"x 7 5/8"x 1 Ile
SUNSET RED BRICK
(12' FROM THE TOP)
SUNSET RED BRICK VENEER
(SOLDIER COURSE)
(SAILOR COURSE)
#4 "L" BAR AT 48" O.C.
(� IN WALL)
LOT SIDE _...,"e'
PLANTER SIDE ��
SUNSET RED BRICK VENE/E8R
x
SEALANT TO BE APPLIED
a
o
"'
{RUNNING BOND)
(2.67" C. TO C. TYP.)
FINISHED GRADE °°
" '
BY WALL CONTRACTOR
16" SQUARE TRAVERTINE
(SEE DETAIL 'C" ON SHEET 3)
,` ;
a
vTi
#5 CONT. BOND BEAM
;' SEALANT TO BE APPUED
?
X
�
o s
6 •x$x16 CONCRETE BLOCK
i�
(AT MID HEIGHT)
BY WALL CONTRACTOR
a
a
o
t-
r
v,
c
6"x8"x16"
N
FIRST COURSE TO CONSIST OF M
GROUT SOUD ALL CAVITIES
#4 -vERr BAR AT 24' O.C.
z_
_
CONCRETE BLOCK 2X
UNMORTARED HEAD JOINTS TO
U
#5 CONT. BOND BEAM
(CENTERED IN WALL)
i
W
a
LANDSCAPE GRADE VARIES
s.: 8" ALLOW FOR DRAINAGE
(AT MID HEIGHT)
(48' MIN. SPLICE)
o
i
s
o
Qo
w
(6" MIN. TO 15" MAX.)
..
L BAR AT 24 O.C.
v
"�
STREET SIDE -..
as• 3 EA. 04 BAR 0 7- D.C.
EXTEND TO 48" ABOVE TOP OF
_�
/�-
i1R BAR 0 32' O.C.
FOOTING
I
#.5 CONT BOND BEAM
3"X3'X3" CONCRETE BACK
NEATLY GROUT CAVITY
AT 1/4 HEIGHT)
CHAIRS SHALL BE USED TO
23
4 EA. 8"X8"X16"
LANDSCAPE
PLACE FOOTING REBAR
CONCRETE BLOCK
VARIES
FIRST COURSE TO CONSIST OF
WALL
SECTION 7
(SEE DETAIL C)
UNMORTARED HEAD JOINTS TO
°O
(SHEET 3)
(
ALLOW FOR DRAINAGE
C"
LANDSCAPE GRADE VARIES
I
2t
(6" MIN. TO 15" MAX.)
8.5' MK
4 EA. #5 BAR 0 15.33" O.C.
#4 BAR 0 32' O.C.
3"
3'X3'X3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
--
PLACE FOOTING REBAR
WALL SECTION 6
Know what's below.
�SI-7pss rase 0111 before you dig.
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O
1
r
PRECAST COLUMN BASE
CONC. BLOCK
CMU COLUMN WITH
PRECAST COLUMN CAP
(SEE DETAIL "E" ON SHT. 2)
,/_"-TRACT 7255ti
1"x 2 1/4"x 7 5/8'
SUNSET RED VENEER
MATH WHITE MORTAR
(SOLDIER COURSE)
2 1/4" x 1' x 7 5/8"
SUNSET RED BRICK VENEER WITH
ANCHOR TIES TO CONCRETE BLOCKS
AND WHITE MORTAR (RUNNING BOND)
6' CONC. BLOCK
(UPPER COURSES)
8' CONC. BLOCK
(LOWER COURSES)
6' CONC. BLOCK
(UPPER COURSES)
SOLID GROUT
#4 'L" BAR A EA CORNER V
3 5/8"x 2 1/4'x 7 5/8"
SUNSET RED BRICK NTH ANCHOR
TIES TO GROUT (RUNNING BOND) 6" CONC. BLOCK
(SEE WALL SEC11OO1 7
NOTE:
ALL DIMENSIONS RELATE TO THE
OUTSIDE FACE OF BRICK
SIGNAGE INSTALLATION REQUIREMENTS:
STAINLESS STEEL WALL ANCHORS (Ilex 2 1/2m) MIN.
MOUNTED TOP & BOTTOM EVERY 6 INCHES FLUSH TO
WALL WITH EPDXY & SHALL HAVE NO VOIDS BETWEEN
SIGNAGE do WALL
ENTRY GATE NOT A PART
(SEE HOVINGHAM DRIVE WALL P
j
-TRACT 7256
1"x 2 1/4"x 7 5/8'
SUNSET RED VENEER
WITH WHITE MORTAR
(SOLDIER COURSE)
_C` �_��T.__1:__•_'i_ '---'=:L-,-:i�_-=-•TI`.�__' _a._ L.rs"='�.� rr�_�--r.t__T ��L_...L.�L.-i-'-�'-`-��-�--�=-�--i=.�-_,--:_T_=_-.. O
• Lei _c_,_,_..,.
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O O � ,-- � -y --'-1-' �_ .TL�2=.--�-,--r_--_..L. e i._'._:... i�� '..`-L_.S._��._,_` 2�=C��'T_�• 1_':. `-: T_.='�'T._.`r,._
1
j_`I_''�—`—. - T'_-'—�'_r'�'_ J r '� i .I—T—.1_.i� _i_..�. J �-7--•--�_^r L_—.� �:�. T_L_T�.f�� 1_
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Z
--a___.E.=. ✓1.-_..
. _:J.__-._.._-.�.....,_.a_..._,_•-�' "�' ___t -_,_L'_____ �:1_..,._1_r.:_-„_c...
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+.�--;__ _L.-t-�-•--`—r-1__-'__�.,�„ �. s. _--•- _-.._r_. � -
Tr {y� T_- L -,-.Z.. �_-1—•-_`--,--`_ _.L-,--'_ __
• �;� : N y .._Z'�.1—L�.:_T._ai_`_[�_'--s..__a--r.�.-.,_l.__ _ -
,_i._� _ _
- __—__ _ �' _.L_,_- _ _y__•- _ r,. -L--._ :i S._,. _I_” _3.�_.�._s.. L�_s..,. '- _-`r->,_I_' --�_r-:._-C `7. - __-T_ _ _i,. -H -t_
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-vim.;-'..�==..=_'-T-
ELEVATIONS OF CORNER WALLS
A MING AVENUE & HOVINGHAM DRIVE
3 J N T.s_
�V�
8' CONC. BLOCK
(LOWER COURSES)
3 5/8"x 2 1/4'x 7 5/8"
SUNSET RED BRICK MATH
ANCHOR TIES TO GROUT
(RUNNING BOND)
3 5/8-X 2 1/4'X 7 5/8"
SUNSET RED BRICK
(SOLDIER COURSE)
C EN7
3 N. T.S.
v IrD
1
1
1
!1
1
1
' 2 1/4" X 1' X 7 5/8' RED BRICK VENEER
NTH ANCHOR TIES TO CONC. BLOCK WALL
WITH WHITE GROUT (SAILOR COURSE)
i
1
I
1
I
I
1
1
i
25-6'
1
i
i
1
1
3 5/8' x 2 1/4"x 7 5/8"
SUNSET RED BRICK NTH WHITE MORTAR
ON 3 5/8" X 2 1/4-X 7 5/$"
SUNSET RED BRICK WITH WHITE MORTAR
(ROWLOCK -DOUBLE ROW)
M x 3'-4" CMU COLUMN WITH
PRECAST COLUMN CAP
a, (SEE DETAIL 'E' ON SHEET 2)
li 1
� I
3 5/8' x 7 5/8' x 2 1/4'
1 RED BRICK WITH WHITE MORTAR
1 (ROWLOCK -DOUBLE ROW)
S AT MING AVE. & HO WNGHAM DRI V4
3 5/8"x 2 1/4'x 7 5/8' SUNSET RED BRICK
30' c ROWLOCK (DOUBLE ROW)
12" GOLD STAINLESS STEEL
LETTERS MATH DEVELOPEMENT NAME
(HOEFLER TEXT)
i ,
HIGHGATE
16" SQ. TRAVERTINE -
� � t
T MING AVE. AND HOWNGHAM DRIVE
PRECAST COLUMN CAP
3 5/8"X 2 1/4-X 7 5/8'
_= SUNSET RED BRICK NTH
V1HI7E MORTAR (SOLDIER COURSE)
3 5/8% 2 1 /4"x 7 5/8"
SUNSET RED BRICK
- WITH WHITE MORTAR
(ROWLOCK -DOUBLE ROW)
3 5/8-X 2.1/4-X 7 5/8'
= SUNSET RED BRICK WITH
:= WHITE MORTAR (SOLDIER COURSE)
3 5/8'x 2 1/4'x 7 5/8'
SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
2 1/4" x 1' x 7 5/8"
SUNSET RED BRICK VENEER MATH
ANCHOR TIES TO CONCRETE BLOCKS
AND WHITE MORTAR (RUNNING BOND)
35/8"x21/4'x75/8'
RED BRICK CAP WITH
WHITE MORTAR
(ROWLOCK)
PRECAST COLUMN BASE
CMU COLUMN WITH
PRECAST COLUMN CAP
(SEE DETAIL "E" ON SHT. 2)
o SEC77ON
3 N. T.S.
ENTRY MONUMENT ELEVATIONS
DESCRIPTION
EAST ENTRY
WEST ENTRY
TC ELEV.
361.5'- 362.9'
361.5'- 362.7'
LS ELEV. (A)
3622- 362.9'
362.2' - 362.8'
*TOP FTG (A)
361.7'
361.7'
*TOP FTG (B)
361.7'
361.7'
SLOPE
0.40% -1.20%
0.70% -1.60%
LS ELEV (B)
3622- 362.9'
362.4'- 363.1'
*TOP OF FOOTING GRADES MINIMUM 6" BELOW LANDSCAPE GRADE
3 1/2" x 2 3/16" x 7 1/2'
RED BRICK CAP MATH
WHITE MORTAR
ALL SECTION 2)
Know what's below.
��� call before you dig.
wwiri
TRACT 7256 BOUNDARY
-----0 1■;a■■ •lf fa�•■fiaM�a 'n .■4* 'M 40 X45 49 •i-0 if4D49000•0fMWED4540 s4■0000f0 f 10 MMM" fMM" M � 10
MMOIR I* MMM,* 4* r M 40mm■
t INTERSECTION
hIING AVENUE STA. 66+53.35 C.L. MING CNT = ■
53 54+00
STA. 24+10.31 C.L. HOVINGHAM DR. •
55+00 — — —}— -+{ 00— 57+00
7{--+�-00- 59 100 - _+ - _ _61+ _ _ }—_ _ 6 +00 _ --� - - 63+00 - _ 64+00 - 65+00 66+00
r -■
I
384
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
SS+ 4>, �' �J' S 8946'55" E 1001.16' `�' • <n �.. ' /_ . s _----...
i
17 16
FP 355.8 i FP 355.9
I
1
I
TOE OF SLOPE
15 I
iFP 356.1
I
I
Uj W 7 3
4`
I
N
BEARING
DISTANCE
T�-
II
I
I I
i I
a ry
i z II "`Q
�
t
TOE OF SIE12
6.16'
3.08'
0'20'01"
CL
�
- .-1
Z
O
L
I 13 14 15
16 1
M� 9 1 18
1
10
♦♦
FP 355.1 ( FP 355.3
FP 355.5 FP 355.6 FP 355.8
i (
FP 356.0
i i
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FP 355.8
i
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1
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MING
AVENUE
v3
Ja
ci 9
-I-'
(STA. 53+05.62
C.L. TO 66+05.37 C.L.)
ci 3
FP 356.7
SCALE: 1"
= 50' HORIZONTAL
i
17 16
FP 355.8 i FP 355.9
I
1
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15 I
iFP 356.1
I
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4`
I
N
BEARING
DISTANCE
S 89'46'55" E
144.38'
6.34'
L2
S 89'46'55" E
6.42'
L3
N 88'07'11" E
7.84'
6.16'
3.08'
0'20'01"
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LINE TABLE
UNE
BEARING
DISTANCE
Li
S 013'05" W
6.34'
L2
S 89'46'55" E
6.42'
L3
N 88'07'11" E
7.84'
� II
I CC
M
—I CU 3 Cd
N
co
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W fnc ++W 40 J
ei
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_ ++
Q B mct
C3 D
In
zNcn
I � t
HOVINGHAM DRIVE
(NOT A PART)
(SEE ON-SITE WALL PLANS)
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
80.00'
84.13'
46.42'
6015'02"
C2
1057.50'
6.16'
3.08'
0'20'01"
J/TVV dutuu
(STA. 53+05.62 TO 66+05.37)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
384
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
bl+UU 62+00 63+00 64+00 65+00 66+00 66+75
SCALE: 1 " = 50'
50' 25' 0' 50' 100'
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rn
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382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
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3e n to z %%Owe
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1 FP 357.2
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m TOE OF SLSUjVJ7'.yr Jj�
jj 7 1HOMtNAM MVE I I % -
(NOT A PART)
(SEE 01 -SE WALL PLANS) CURVE
TABLE
CURVE TABLE
MING AVENUE UNE BEARING DISTANCE
U S 8807'11" W 8,67' CURVE RADIUS LENGTH TANGENT DELTA
(STA. 67+08.66 C.L. TO 80+27.49 C.L.) L2 N 1'52'41" w 572, c1 80.00' 89.20' 49.88' 63.53'13"
SCALE: 1" = 50' HORIZONTAL C2 2080.00' 159.78' 79.93' 4'24'05"
L3 N 89'46'55" W 6.40'
L4 S 0'13'05" W 6.33'
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INTERSECTION
TRACT 7255 BOUNDARY
801+00
66+53.35 C.L. MING CNT =
MING AVENUE
79+00CE
I-------'
'STA.
STA. 24+10.31 C.L. HOVINGHAM DR.
78+00 �_______.__-
78+00
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67+00 68+00 69+00
70+00 71+00 72+00 _- — -- 73+00 74+00 75+00
76+00 77+00 —�
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U S 8807'11" W 8,67' CURVE RADIUS LENGTH TANGENT DELTA
(STA. 67+08.66 C.L. TO 80+27.49 C.L.) L2 N 1'52'41" w 572, c1 80.00' 89.20' 49.88' 63.53'13"
SCALE: 1" = 50' HORIZONTAL C2 2080.00' 159.78' 79.93' 4'24'05"
L3 N 89'46'55" W 6.40'
L4 S 0'13'05" W 6.33'
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(STA. 67+08.66 C.L. TO 80+27.49 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
75+00
76+00
77+00
78+00
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SCALE: 1 " = 50'
50' 25' O' 50' 100'
384
382
380
378
376
374
372
370
368
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364
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360
358
356
354
352
350
348
346
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TOE
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394
392
390
388
386
384
382
380
378
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372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
C INTERSECTION__ _
STA 84+18.89 C.L. MING CNT =
STA. 17+36.92 C.L. ALIEN RD CNT
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SCALE: 1" = 50' HORIZONTAL
,
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1
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DISTANCE
f
S 88'45'18" E
..........
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N 88'45'18" W
SEE RIGHT
80+00
81+00 82+00 83+00
(STA. 80+27.49 TO 83+29.98 )
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
394
392
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
84+00
UNE TABLE
LINE
BEARING
DISTANCE
L1
S 88'45'18" E
..........
- - - - -------
S 1'14'42" W
16.00'
L3
N 88'45'18" W
16.00'
t
S 4475'28" E
4300'
L5
S 114'42" W
16.00'
l6
N 88'45'18" W
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WALL imnON
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WA SEC N
(Sr -E OSHE T 1)
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80+00
81+00 82+00 83+00
(STA. 80+27.49 TO 83+29.98 )
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
394
392
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
84+00
UNE TABLE
LINE
BEARING
DISTANCE
L1
S 88'45'18" E
2809'
L2
S 1'14'42" W
16.00'
L3
N 88'45'18" W
16.00'
L4
S 4475'28" E
4300'
L5
S 114'42" W
16.00'
l6
N 88'45'18" W
16.00'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
1904.00'
83.92'
41.97'
2'31'32"
PA R/W
25' LANDSCAPE
2'1 EASEMENT
LF
PAD
TOE OF SLOPE
I
1
6' MIN. BLOCK 7'
WALL
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10'
MEANDERING
MULTI-PURPOSE TRAIL
PROPOSED CURB
8c GUTTER
(STA. 53+05.62 C.L. TO STA. 81+48.90 C.L.)
A MING AVENUE
6 SCALE• f =f0' 392
PA R/W
! 25' LANDSCAPE I
2'I EASEMENT ,
6' MIN. BLOCK
WALL j
1
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1
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FINISHED PAD --
TOE OF SLOPE
390
388
386
384
382
380
378
PROPOSED CURB 376
& GUTTER
374
MEANDERING
MULTI-PURPOSE TRAIL 372
(STA. 81+48.90 TO STA. 83+25.36 C.L..) 370
MING A VENUE 368
6 SCALE: 116 10' 366
364
362
360
358
356
354
352
PROPOSED CURB 350
& GUTTER
348
MEANDERING
MULTI-PURPOSE TRAIL 346
(STA. 54+16.84 TO STA. 64+36.19 C.L.)
PA R/W
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WALL
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SCALE.• 1=10'
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r
r
410
1
0
MING AVENUE
ALLEN ROAD SEE LEFT
(STA. 9+61.60 C.L. TO 15+73.70 C.L.) r -
SCALE: 1" = 50' HORIZONTAL /
(STA. 9+61.60 TO 15+73.70)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
392
390
388
386
384
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
25
SCALE: 1 " = 50'
50' 25' O' 50' 100'
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