HomeMy WebLinkAbout1.4-6758 Record DrawingGENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
(CBC). Current Edition.
FOUNDATIONS
A. For allowable soil bearing values refer to the Soil Engineers, Inc.
Preliminary Soils Report No. 04-10923, dated 10-21-04.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 40.
2. Cement: Portland Cement, Type il, ASTM C-150.
3. Aggregate: ASTM C-33,
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Wali:
1. Class "B" Concrete, 2500 PSI ® 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 1 1/2" Ag regate (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. Reinforcing Materials: ASTM A615, Grade 40
deformed.
3. 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 ® 28
days.
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.
BENOi
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BENCH MARK DISK STAMPED - Q 1157 RESET 1969
AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER
ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2
FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE
EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST
OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT
LEVEL WITH THE HIGHWAY.
ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88)
BASIS OF BEAFW
THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE
SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS
SHOWN ON FILED MAP NO. 7-1 BK. 6, PG. 27, WAS USED AS
THE BASIS OF BEARINGS HEREON.
-GE D
ABBREVIATIONS
EP ,EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OVER -EXCAVATION
FL' FLOWUNE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE
ELEV ELEVATION GB GRADE BREAK
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
EXISTING GROUND CONTOUR
FP 347.90 PROPOSED PAD ELEV.
PROPOSED GUTTER FI_OWLINE ELEV.
PROPOSED LANDSCAPE ELEV.
PROPOSED FINISHED GRADE
0.31 DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
PAD COMPACTION LIMITS
STORM DRAIN
GENERAL NOTES TYPE "A" CATCH BASIN WTH 3.5' WIDE
1. WALL BLOCK TYPE: MORTARED 6"x 8"x 16" STANDARD CONCRETE BLOCK OPENING UNLESS OTHERWISE NOTED
MORTARED 8"x 8"x 16" STANDARD CONCRETE BLOCK TRACT BOUNDARY
COLOR: CHAMPAGNEPHASE BOUNDARY
PATTERN: RUNNING BOND
CAP: SEE SHEET 4 LIMITS OF GRADING OUTSIDE
AOF THE TRACT BOUNDARY
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. _ _ _ _ SECTION LINE
3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
HIGHEST SIDE OF WALL.
4. WALL IS TO BE CAPPED AS NOTED ON PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
THE AREA ALONG THE WALL LINE.
6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
7. 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,
8. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY #4 CONT. IN E30ND BEAM
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF (12" FROM TOP OF WALL)
12 INCHES BELOW BOTTOM OF FOOTING.
9. 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 WITH
A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. GROUT SOLID ALL CAVITIES -
10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER 6"x 8"x 16" CONCRETE BLOCK
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB #4 CONT. IN BOND BEAM -
AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER (AT MID HEIGHT)
THAN 8 FOOT CHORDS.STREET SIDE
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE �-
1/2" f1/8". 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 4 OR 5 EA 8"x 8"x 16" CONCRETE BLOCK ---
SHALL BE DONE WITH SAWCUTS. (SEE WALL PROFILE)
12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
13. 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.
14. 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.
15. 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 DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
16. 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.
17. 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 FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. TELEPHONE 326--3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
2X
13"
LANDSCAPE GRADE
VARIES (6" MN)
c
o
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO -
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30 0 29 280 27 a a 26
MMCCUTCHEN ROAD
31 a 33 w 34 35
EE
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53 N FCED
8 PROJECT CURNOW a 2
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- NEATLY GROUT CAVITY
0
(30" MIN. LAP SPLICES)
6"x 8"x 16" CONCRETE BLOCK
SEALANT TO BE APPLIED
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GROUT SOLID ALL CAVITIES
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#4 CONT. IN BOND BEAMej
(AT MID HEIGHT)
STREET SIDE
(SUMP SIDE)
2 OR 4 EA 8"x 8"x 16" CONCRETE BLOCK
(SEE WALL PROFILE) 2R
VAR ES (6E MIN)DE 12"
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3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO _!
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WALL CONTRACTOR
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BY WALL CONTRACTOR
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WALL DETAILS
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(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM -
(AT MID HEIGHT)
SUMP SIDE
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(SEE WALL PROFILE)
LANDSCAPE GRADE
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�BY
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3 EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR 34"
WALL SECTION 3
N.T.S.
#4 CONT. IN BOND BEAM -�
(12" FROM TOP OF WALL)
#4 VERT. (CENTER DAO
N WALL)
(30" MIN. LAP SPLICES)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM -
(AT MID HEIGHT)
STREET SIDE
I----
(SUMP SIDE)
6 EA 8"x 8"x 16" CONCRETE BLOCK -,
(SEE WALL PROFILE)
LANDSCAPE GRADE
VARIES (6" MIN)
x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR 34"
WALL SECTION 4
P/L
- 2"
#4 CONT. IN BOND BEAM
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70" ABOVE TOP
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6"x 8"x 16" CONCRETE BLOCK
'(30" MIN. LAP SPLICES)
U.
-NEATLY GROUT CAVITY
2:Y4„ SEALANT TO BE APPLIED
#4 VERT. BAR AT 32" O.C.
/BY WALL CONTRACTOR
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL PLAN
FOR
TRACT 6758
SCALE: 1 "=200'
ESMEX NI"
4M SHEET NO. INDEX
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.
1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIG)fCPERIA SHALL BE (�
CORb�TED-,,DURING,, Ofi�TRUCWION. / /
APPROVED BY: RZ?EEt� A. McINTOSH R.C.E. 33322
EXP. 6-30-08
'1
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS UIKLG I UK
R.C.E. 39880 EXP. 12-31-07
0
REVIEWED BY:
DATE
ap GZ
DATE
ASSISTANT PUBLIC WORKS DIRECTOR
REViE-AED BY: ' ¢•per
TRAFFIC ENGINEER
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WALL SECTION 5
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CL
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RT
RIGHT OF CENTERLINE
LT
LEFT OF CENTERLINE
BC
BEGIN CURVE
EC
END CURVE
PC
POINT ON CURVE
PCC
POINT OF COMPOUND CURVE
PRC
LF
POINT OF REVERSE CURVE
LINEAL FEET
STA
STATION
ELEV
ELEVATION
P/L
PROPERTY LINE
R/W
RIGHT OF WAY
TW
TOP OF WALL
RAD
RADIAL BEARING
FL
FLOWLINE ELEVATION
LS
LANDSCAPE ELEVATION
R
RADIUS OF CURVE
T
TANGENT OF CURVE
L
LENGTH OF CURVE
3r,n
T
3`
3°
3°
3`.
34
34
34
34
34
33!
TAF7 HIGHWAY
PLAN VIEW
SCALE: 1" - 50'
SCALE: 1"=50'
NOTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
#ALL PROFILE
SCALE: HORZ. 1" = 50'
VERT. 1" = 5'
PA R/W
12' 116'
6' 10'
I I
PROPOSED 8' 80
BLOCKWALLI LANDSCAPE
EASEME4T w
0
1 I
27. M_ IN N 2Z
6" MINIMUM 4: 1 MAX "
N
SIDEWALK
B • EPN
2
SEE SHEET i FOR WALL SECTION DETAILS
CX��1S�1�
A SHc
II
L 0 T SIDE
—.17. MHV
360
358
356
354
352
350
348
346
344
342
340
338
PA
1
I
I
-PROPOSED
BLOCKWALL
6" MINIMUM
, EXIST. GRADE
C
2 PRIVATE WALL
SEE SHEET 1 FOR WALL SECTION DETAILS
PA
R/W
8" BLOCK
16'
10" BLOCK
6' 10'
PROPOSED
I
I
8' 80
BLOCKWALL
LANDSCAPE
k
I
EASEMENT
W
2
0
,
1
I
O
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6"
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�
MINIMUM
GRPpE
m
N
PALS ELEVA 77ON
2% MIN:
N
7
4: 1 MAX
=
SIDEWALK
�,i T1rrICAL
8'�ECTt ���
2
SEE SHEET
1 FOR
WALL SECTION DETAILS
PA R/W
12' 116'
6' 10'
I I
PROPOSED 8' 80
BLOCKWALLI LANDSCAPE
EASEME4T w
0
1 I
27. M_ IN N 2Z
6" MINIMUM 4: 1 MAX "
N
SIDEWALK
B • EPN
2
SEE SHEET i FOR WALL SECTION DETAILS
CX��1S�1�
A SHc
II
L 0 T SIDE
—.17. MHV
360
358
356
354
352
350
348
346
344
342
340
338
PA
1
I
I
-PROPOSED
BLOCKWALL
6" MINIMUM
, EXIST. GRADE
C
2 PRIVATE WALL
SEE SHEET 1 FOR WALL SECTION DETAILS
ANGLE POINT
STA. 16+46.50, C.L. 66.11 RT
STA. 16+46.16, WALL
51A. 17+�I
STA. 17+2
13+00�'� t4+00-------------T5+OT--- --i6TW---- ---
.- — --
+ - - - - 1 - v - - _ +7+89--
-- ------------------------.---------------------- ---
START WALL
STA. 14+79.42, C.L. 68.65 RT
STA. 14+79.07, WALL z?', Le
550' LINE OF SIGHTQ25X _ — -
-- _— N •26'38'W 167.09'
UNE TABLE
LINE
6EARMrG LENM
L1
N45'41'20"E 29.95'
L2
S89'02'47"E 15.00'
L3
N44'18'40"W 29.44'
54
SCALE: 1"=50'
55
fP 346.7 I
Pc INTERSECTION
C.L. 74.00 RT STA. 19+ 5.85, ASHE RD.
WALL STA. 10+90.00, PROVINCETOIMN
A S H E
ANGLE POINT
STA. 19+13.89, C.L. 74.00 RT
STA. 19+13.89, WALL +
1
FP M.7
R 0
20+00
4v
ANGLE POINT
ANGLE POINT
STA. 19+95.07, C.L. 84.72 LT STA. 23+00.37. C.L. 74.00 RT
STA. 19+86.54, WALL ANGLE POIN � STA. 23+00.92. WALL
` STA. 22+10.32, C.L. 64.00 R
1 D STA. 22+10.32, WALL
21+00 22+00 _ — — — —23+80— — — — — — — — — — --2`4+98— — — — — — — 29498 = — 25+3&e
�----- END WALL
S«HT — 1 -- STA. 23+85.18, C.L. 74.Oq RT
FL 550' L4N� OF SI STA. 23+85.78, WALL
- W
ASHE ROAD
PLAN VIEW
SCALE: 1" - 50'
• Z
U LO
�I
7 t-- o
F)? 347.6 U I �—
Q f WI
FP, 347.7 !
NOTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
Z
O
R/W P/L
16'
10' 6'
4NDSCAPE I
ASEMEN T
�2'
tO
2
t 6" MINIMUM
+ PAD ELEVA77ON
I
I
2% MIN
4:1 MAX
A
3
SEE SHEET 1 FOR WALL SECTION DETAILS
PROPOSED
BLOCKWALL
T
l.V.VT LI JVV IIVI\ T LV.TV LI dLV IIVI\ T
WALL PROFILE
SCALE: HORZ. 1" - 50'
VERT. 1" = 5'
360
358
356
354
352
350
348
346
344
342
340
No.
0
A S'UcREUVRD
illi
LEGEND:
CL
L1
RT
RIGHT OF CENTERLINE
LT
ANGLE POINT
BC
BEGIN CURVE
EC
L2 ANGLE POINT
STA. 19+34.97, C.L.
95.28 RT L2
+
STA. 20+15.98, C.L. 64.00 RT
STA. 19+43.84, WALL
POINT OF REVERSE CURVE
LF
I STA, 20+15.98, WALL
2
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WALL PROFILE
SCALE: HORZ. 1" - 50'
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360
358
356
354
352
350
348
346
344
342
340
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LEGEND:
CL
CENTERLINE
RT
RIGHT OF CENTERLINE
LT
LEFT OF CENTERLINE
BC
BEGIN CURVE
EC
END CURVE
PC
POINT ON CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
LF
LINEAL FEET
STA
STATION
ELEV
ELEVATION
PA
PROPERTY LINE
R/W
RIGHT OF WAY
TW
TOP OF WALL
RAD
RADIAL BEARING
FL
FLOWLINE ELEVATION
LS
LANDSCAPE ELEVATION
R
RADIUS OF CURVE
T
TANGENT OF CURVE
L
LENGTH OF CURVE
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350
348
346
341
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352
350
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346
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RADIAL BEARING
FL
FLOWLINE ELEVATION
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LS
LANDSCAPE ELEVATION
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356
354
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350
348
346
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RIGHT OF CENTERLINE
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17
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ABBREVIATIONS
CL
DESCRIPTIONS
CENTERLINE
RT
RIGHT OF CENTERLINE
LT
LEFT OF CENTERLINE
BC
BEGIN CURVE
EC
END CURVE
PC
POINT ON CURVE
PCG
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
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LF
LINEAL FEET
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STATION
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ELEVATION
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TOP OF WALL
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RADIAL BEARING
FL
FLOWLINE ELEVATION
OF CAO ',
LS
LANDSCAPE ELEVATION
R
RADIUS OF CURVE
v4- 2- y—`r
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T
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L
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15' • '
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CORNER MONUMENT ELEVATION
32"
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R/W do P
CORNER MONUMENT PLAN VIEW
COLLECTOR/ARTERIAL * LOCAL INTER5ECTION
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! 3'
2" X 4" X 8" BRICK VENEER.
COLOR: DARK IRON 5POT
TO ACT A5 QUOINS.
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COLOR: 5LATE (SPECIAL ORDER).
TOP TWO COUR5E5. SECOND COUR5E
ALTERNATE WITH THE RE5T OF THE WALL.
PRECAST CONCRETE.
4" THICK POUR IN PLACE
CONCRETE WALL CAP..
COLOR: FRENCH GRAY.
ORADO 5TONE
If ER CLIF5TONE.
.OR: CAMBRIA.
WIDE PRECA5T CONCRETE 51LL
HAMFER EDGES TO FORM FRAME.
ENGRAVED THE 15" HIGH LETTERS.
COLOR: PER OWNER.
TO ENGINEERING DRAWING FOR
EXACT 51ZE OF CONCRETE
FOOTING AND REBAR
SECTION B—B
SCALE: 1 "=3'- 0"
G" X 8" X I G" CONCRETE -�
BLOCK.
COLOR: CHAMPAGNE.
TYPICAL. WALL ELEVATION
G" X 8" X I G" ACCENT CONCRETE BLOCK.
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