HomeMy WebLinkAboutZ-7456 Map 94' cama V/ 6'X6'
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tl D TR M W&E WALL V/
K MRS Wa a IW VERTIVLLY
MP LEN61H S1MLL K 7 N
MILUm N IFWTIM INTO TIE EXISTIW
WALL le, K[
a MRs a w
E FADE
SECTI❑N @ END OF RETAINING WALL
SCALE: 3/8'=1'
4' CONC. SLAB W/ 6'X6'
-1.4 W X 1.4 W WWF
EXISTING RETAINING
WALL TO REMAIN
6' GRAVEL
05 @ 18' TOP 6
BOTTOM EA. WAY
e
12'X24' REINFORCED
CONCRETE BLOCK
PILASTER
COMPACTED
SELECT
FILL
WOOD FENCE
12' X 24' REINFORCED
CONCRETE BLOCK PILASTER
8' BOND BEAM W/ •6 BAR CONTINUOUS
8' CONE. BLOCK WALL W/ 12' X 24'
_/ REINFORCED CONCRETE BLOCK PILASTER
NOTE, VERTICAL CONTROL JOINT @ 20' O.C.
(HORIZONTAL REINFORCEMENT TO BE CONTINUOUS
THROUGH CONTROL JOINTS)
I
A
12' REINFORCED CONCRETE BLOCK
RETAINING WALL FILLED V/ CONCRETE
45 @ 8' D.C. EACH FACE
NOTES AT PILASTER LOCATIONS
REINF. IS 6-06(3 EA. FACE) CONT.
TOP OF WALL TO BOTTOM OF WALL.
5 @ 8' DOWELS
ACE FACE
*BOTTOM OF FOOTING TO BEAR
ON UNDISTURBED SOIL.
SECTI❑N @ WALL - STA 0+72.89 TO 0+96.31
SCALE 3/8'=1'
CONCRETE AND FOUNDATION NOTE
1, THE PAVEMENT SLAB SHALL BEAR ON A MINIMUM OF 4' OF SAND OR GRAVEL. A 6 MIL
VISQUEEN TYPE VAPOR BARRIER SHALL BE PLACED DIRECTLY BENEATH THE SLAB,
2 BENEATH THE GRAVEL OR SAND SHALL BE COMPACTED SELECT LOW PLASTICITY FILL. SELECT FILL
SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR (ASTM D-698)
PROCEDURE.
3. SELECT FILL SOILS SHALL CONSIST OF CLAYEY SAND, SANDY CLAY, OR CLAYEY GRAVEL HAVING A
LIQUID LIMIT LESS THAN 40.
4. THE FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 2000 PSF.
CONTRACTOR SHALL RETAIN A GEOTECHNICAL TESTING FIRM TO CONFIRM THAT THE CAPABILITY OF
EXISTING SOILS HAVE THIS CAPABILITY. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED
SOIL.
5. AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS SHALL GOVERN ALL PHASES OF
CONCRETE CONSTRUCTION.
6. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
7. ALL REINFORCING STEEL SHALL BE GRADE 60.
REINFORCED MASONRY NOTES
1. MASONRY SHALL MEET THE REQUIREMENTS OF THE SPECIFICATION FOR MASONRY STRUCTURES,
ACI 530-99.
2. COMPRESSIVE STRENGTH FOR MASONRY (f'n) SHALL BE 1500 PSI.
3. CONCRETE BLOCK TO BE FILLED WITH CONCRETE AND REINFORCED SHALL BE AS SHOWN ON THE
PLANS, VERTICAL REINFORCING MAY BE SPLICED IF REQUIRED. MINIMUM LAP SPLICES SHALL
BE 48 BAR DIAMETERS.
4. CENTRAL JOINTS FOR THE 8' CONCRETE BLOCK WALL SMALL BE LOCATED @ MIDPOINT BETWEEN
PILASTER AND SHALL NOT EXCEED 24' SPACING.
5, HORIZONTAL REINFORCING SHALL BE WITH DURAWALL, OR EQUAL, SPACED EVERY OTHER BLOCK
BLOCK COURSE,
6. BOND BEAMS SHALL BE FILLED WITH 3000 PSI CONCRETE.
7. ALL CONCRETE BLOCK SHALL BE LAID AT RUNNING BOND AND INTER GRADED WITH THE PILASTER.
8, PILASTER REINFORCING SMALL BE CONTINUOUS FROM TIP OF WALL TO BOTTOM OF RETAINING
WALL,
I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON THE DRAWING MEETS THE SEISMIC STRUCTURAL
DESIGN REQUIREMENTS OF THE 2000 INTERNATIONAL BUILDING CODE.
4' CONC. SLAB W/ 6'X6'
-L4 V X 1.4 W WWF
_______-.------------------
JAMES C. Sl1MMERLIN, P.E.
REGISTERED PROFESSIONAL
ENGINEER NO. 2699
12' X 24' REINFORCED
CONCRETE BLOCK PILASTER
EXISTING
15' RCP 0
DETERMINED
IN FIELD
WOOD FENCE
8' CONC. BLOCK WALL W/ 12' X 24'
_----REINFORCED CONCRETE BLOCK PILASTER
NOTE. VERTICAL CONTROL JOINT @ 20' O.C.
(HORIZONTAL REINFORCMENT TO BE CONSTRUCTED
THROUGH CENTRAL JOINTS)
12' REINFORCED
CONC. BLOCK
SECTI❑N @ WALL - STA 0+6450 TO 0+72.89
SCALE, 3/8'=1'
12' X 24' REINFORCED CONG.
BLOCK PILASTER W/ 6-p6 BARS
r CONT. TOP TO BOTTOM
'(TYPJ
i
8' BOND BEAM W/ '
k6 BAR CONT.
THROUGH PILASTER SECTION B
SCALD 3/8'=1'
12'X24' REINFORCED
CONCRETE BLOCK 8' CONC. BLOCK WALL
PILASTER \ (RUNNING BOND
❑ � f + �/ THROUGH PILASTER)
SECTI❑N A
SCALE; 3/8'=1'
9
12' X 24' REINFORCED
CONCRETE BLOCK PILASTER
NOTE, SLAB NOT PRESENT UNTIL
STA 0+50
`74,
+
NNS BARS
@ 24. O.C.
BOTTOM OF FOOTING TO BE-T—
E
LOCATED @ ELEV. OF EXISTING R.C.P. —TO BE
TO BEAR ON UNDISTURBED SOIL) DETERMINED
IN FIELD
JAIiY,1� 5
n
!: ii/• Uj
e \ i
FS
19MIMMt7 ff"1111
SPLICE
8' CONC. BLOCK WALL W/ 12' X 24'
_-/ REINFORCED CONCRETE BLOCK PILASTER
NOTE VERTICAL CONTROL JOINT @ 20' O.C.
(HORIZONTAL REINFORCMENT TO BE CONSTRUCTED
THROUGH CENTRAL JOINTS)
TO'BE DETERMINED
IN FIELD
SECTI❑N @ WALL (SIMILAR) - STA 0+05.00 TO 0+64.50
SCALE, 3/8'=1'
•.bird b to 6e claoned and MW with hot joint soler ffmWrW.
Gdl with
SEN.ER COMPOUND
., ..'. 41/4.
vvvvvv0000vovvvvvvvvv
• v v aC�{ed glary BoFa v v v v v
v ee............ aovavo
Geot4XWe Fabic
CONTRACTION JOINT Compacted Sabgrade
HOT TO SCAM
(SCJ - SAW CUT JOINT)
Q�
-1/2' MM.
TOP 1'HOT JOINT
3/4' EXPANSION JONSEALER
+-/8018'-24' LONG
MATERIAL
EXPANSION
y CRUSHED STONE JbMf MATETBAL
(COMPACTED) GeotaX6le Fabric
Compacted SttJ7rode
LONGITUDINAL (CONSTRUCTION JOINT)
NOT TO SCALE
TOP 1', HOT JOINT
SEALER COMPOUND
3/4' EXPANSION JOINT MATERIAL
/6-24- DOWEL O 18'C.0
SOAK WITH MC -2
Metd sle
�CON(.R•E7E'M .
r4. .. ._
EXPANSION JOINT
NOT TO SCALE
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