HomeMy WebLinkAbout1.4-6759 Ph 1 - 5 RevisionGENERAL 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 11, ASTM C-150.
3. Aggregate: ASTM C-33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Wall:
1. Class "B" Concrete, 2500 PSI 0 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 1 1/2" Aggregate (max).
4. 4" Slump (max).
C. Admixtures: Only as approved by the Engineer.
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 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
clean before grouting operation.
3. "Wet-setting"
of the first course of block will be allowed.
.GENERAL NOTES
1. WALL BLOCK TYPE: MORTARED 6"x 8"x 16" STANDARD CONCRETE BLOCK
MORTARED 8"x 8"x 16" STANDARD CONCRETE BLOCK
COLOR: CHAMPAGNE
PATTERN: RUNNING BOND
CAP: SEE SHEET 5
1 -*,a ll�
71 7,5'L -Ti
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 NAVID 88)
BASS OF BEARNM
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.
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY 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
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF
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.
10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
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
AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER
THAN 8 FOOT CHORDS.
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
1/2" +1/8". 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.
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.
f" LO
z:
LEGEND L ----
'-- I I -----
-----
64 , ---- 71,
b r ----- ----------- -----
ABBREVIATIONS j 8 9 10 11
EP EDGE OF PAVEMENT R/W RIGHT OF WAY4,
W �- 63il i 'L ----- ----- ---- -----
TC TOP OF CONCRETE PL PROPERTY LINE > 62 ------------------
FL FLOWUNE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE 61 ; j
L ------ :31 30 29 28
El EV ELEVA11ON GB GRADE BREAK
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
r ----- 32 33 34 35
FP 347.90 PROPOSED PAD ELEV. 60
.6 PROPOSED GUTTER FLOWUNE ELEV.
59
L151
368,14 PROPOSED LANDSCAPE ELEV.
fG 57 54
368' PROPOSED PROPOSED FINISHED GRADE ---- ---- ------
0.j1z DIREC11ON AND PERCENT OF SLOPE
FOR DRAINAGE VrSTING TrNTATIVE
TRACT SND' (5744
CURB AND GUTTER
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
- - - - - - - - - - - PAD COMPACTION LIMITS
TRACT BOUNDARY P/L
now"== 9M wwwwww'doom am= PHASE BOUNDARY
---------------
#4 CONT. IN BOND BEAM 210 W
(12" FROM TOP OF WALL) LOT SIDE
...... SECTION LINE
W
GROUT SOLID ALL CAVITIESO
6"x 8"x 16" CONCRETE BLOCK
#4 "L- BAR AT 32" O.C.0 W (n
I r
(CENTERED IN WALL)
(30- MIN. LAP SPLICES) W
#4 CONT. IN BOND BEAM
(AT MID HEIGHT) 0
STREET SIDE
0 OR 1 EA 8"x 8"x 16" CONCRETE BLOCK
ALANT TO BE APPLIED (SEE WALL PROFILE) BY WALL CONTRACTOR <
25r.
BY
LANDSCAPE GRADE (0
VARIES (6- MIN)
-4
#4
BAR ®32 O.C.
0
3 EA. #4 BAR CONTINUOUS
3"x Y- x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE
WALL SECTION 1
N.T.S.
P/L
-----------
W
-----
30
31
32
33
34
46
45
44
43
42
41
40
39 38
11
-----------------------
10
9
8
7
-----
-----
6
-----
5
------
4 3
U**MEX N1"
'ffkSHEET NO. INDEX
"1 11
E28
W
29
30
31
32
33
34
vi11'111
36
37
38
(30" MIN. LAP SPLICES) -(0
0 6
#4 VERT. BAR AT 32" O.C. --
V)
,
LLUT
00
W
I
(30" MIN. LAP SPLICES)
0
2
M 0
0
(AT MID HEIGHT)
VARIES (6- MIN)
ir
0 1
_j
<
STREET SIDE
23/4"
OD
50 49 48
47
46
45
44
43
42
41
40
39:
W c0
'--3
U**MEX N1"
'ffkSHEET NO. INDEX
"1 11
E28
W
29
30
31
32
33
34
35
36
37
38
(30" MIN. LAP SPLICES) -(0
0 6
#4 VERT. BAR AT 32" O.C. --
V)
(30- MIN. LAP SPLICES) 0
LLUT
00
W
I
(30" MIN. LAP SPLICES)
0
2
M 0
0
(AT MID HEIGHT)
VARIES (6- MIN)
ir
0 1
_j
<
STREET SIDE
23/4"
OD
50 49 48
47
46
45
44
43
42
41
40
39:
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
P/L
2" W
LOT SIDE a
U)
W
0
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL PLAN
SCALE: 1 "=200'
6"x 8"x 16" CONCRETE BLOCK
W
#4 "L" BAR AT 16" O.C.I
F 00
'
X g -
W
0
(CENTERED IN WALL) I
W 00
-r
0
(30" MIN. LAP SPLICES) -(0
0 6
#4 VERT. BAR AT 32" O.C. --
V)
(30- MIN. LAP SPLICES) 0
W
00
W
#4 CONT. IN BOND BEAM
(30" MIN. LAP SPLICES)
0
2
M 0
0
(AT MID HEIGHT)
VARIES (6- MIN)
ir
0 1
_j
<
STREET SIDE
23/4"
OD
SEALANT TO BE APPLIED
-#4 BAR 0 32" O.C.
BY WALL CONTRACTOR
SEALANT TO BE APPLIED
(n
W
00
00
(0 0)
%-.,Cq
M-
BY WALL CONTRACTOR
W c0
'--3
0
4:
NNN
>
1 OR 2 EA 8"x 8"x 16" CONCRETE BLOCK
N
X,-, X
(SEE WALL PROFILE)
CHAIRS SHALL BE USED TO
W,
0 00
NOTE: WALL SECTIONS 1A, 2A, &3A ARE THE SAME
STRUCTURE SECTION, EXCEPT STANDARD GREY
BLOCK AND 1" GROUT CAP.
LOT SIDE
W
#5 "L- BAR AT 16" O.C.
^.
< 0
X g -
W
TO 78" ABOVE TOP OF FTG.
I
4
(30" MIN. LAP SPLICES)
b
#4 VERT. BAR AT 32" O.C. --
V)
(30- MIN. LAP SPLICES) 0
W
00
W
LANDSCAPE GRADE
(30" MIN. LAP SPLICES)
0
W
0
0
VARIES (6- MIN)
ir
OD
I
- NEATLY GROUT CAVITY
23/4"
SEALANT TO BE APPLIED
-#4 BAR 0 32" O.C.
BY WALL CONTRACTOR
1
6 OR 7 EA 8"x 8"x 16" CONCRETE BLOCK>�
#5 "L- BAR AT 16" O.C.
^.
< 0
X g -
(SEE WALL PROFILE) 2%
TO 78" ABOVE TOP OF FTG.
I
4
(30" MIN. LAP SPLICES)
b
V -
C14
15
BLOCK
15"
#4 "L" BAR AT 32" O.C.
W
LANDSCAPE GRADE
(30" MIN. LAP SPLICES)
0
W
0
00
VARIES (6- MIN)
OD
I
b
4-
-#4 BAR 0 32" O.C.
.130
1
11" 1392
00
00
(0 0)
%-.,Cq
VARIES (6" MIN)
W c0
'--3
0
4:
0
EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
N
#4 BAR ®32 O.C.
CHAIRS SHALL BE USED TO
W,
PLACE FOOTING RE -BAR
38*v
3 EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
WALL
SECTION 4
TO
N.T.S.
M
W1
I -
NEATLY GROUT CAVITY I I
-C 0 .1 -00
t 0)
2% C-4 N
12'
LANDSCAPE GRADE-�
VARIES (6- MIN)
0 #4 BAR 0 32- O.C.
VA
3 EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO !j
PLACE FOOTING RE -BAR 32
WALL SECTION 2
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE
N.T.S.
P/L
LOT SIDE
W
a
..---NEATLY GROUT CAVITY
1
in
W
C4
z:) <
SEALANT TO BE APPLIED
ly
O
4, 5 OR 6 EA 8"x 8"x 16" CONCRETE
BLOCK
0
#4 "L" BAR AT 32" O.C.
W
(SEE WALL PROFILE)
(30" MIN. LAP SPLICES)
0
W
0
00
OD
I
N.T.S.
R Ev+5 1
KA
TRACT 6759
UNITS 1-5
VICINITY MAP.
NO SCALE
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 I=i TH BY THE CITY OF BAKERSFIELD HAVE
BEEN
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,
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 P NS AND ANY ERRORS, OMISSIONS, OR/VIOLATIONS OF
0 - %i
TH r- ORD ANCES,,,�NDARDS AND DESIGN JR771A SHALL BE
C> T
RECTED RING,"CON 3TRUCXION4
APPROVED BY: RME� A.1�dN`N§H R.C.E. 33322
EXP. 6-30-08
-3z' . 07
DATE
0)
..---NEATLY GROUT CAVITY
1
o
2Y4$t
C4
z:) <
SEALANT TO BE APPLIED
4, 5 OR 6 EA 8"x 8"x 16" CONCRETE
BLOCK
0
BY WALL CONTRACTOR
W
(SEE WALL PROFILE)
2%.
X
0
OD
I
-4
'12 b
LANDSCAPE GRADE-,
.130
1
11" 1392
00
00
(0 0)
%-.,Cq
VARIES (6" MIN)
W c0
0
4:
0
N
#4 BAR ®32 O.C.
W,
ir
3 EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED
TO
PLACE FOOTING RE -BAR
d
No
34"
>
z
0
WALL
SECTION 3
N.T.S.
R Ev+5 1
KA
TRACT 6759
UNITS 1-5
VICINITY MAP.
NO SCALE
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 I=i TH BY THE CITY OF BAKERSFIELD HAVE
BEEN
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,
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 P NS AND ANY ERRORS, OMISSIONS, OR/VIOLATIONS OF
0 - %i
TH r- ORD ANCES,,,�NDARDS AND DESIGN JR771A SHALL BE
C> T
RECTED RING,"CON 3TRUCXION4
APPROVED BY: RME� A.1�dN`N§H R.C.E. 33322
EXP. 6-30-08
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DATE
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NDEX
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1. COVER 'SHEET
2. TAFT HIGHWAY (STA. 16+60.88 To 31+49.66)
UNTAIN RIDGE) & SUMP
0. WMERMMONUM 4ND4EAMtff
W
U.
01 1,
APPROVED BY:
RAOL M. ROJAS PUBLIC WORKS DIRECTOR DATE
R.C.E. 39880 EXP. 12-31-07
eREVIEWED
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LL.
NDEX
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1. COVER 'SHEET
2. TAFT HIGHWAY (STA. 16+60.88 To 31+49.66)
UNTAIN RIDGE) & SUMP
0. WMERMMONUM 4ND4EAMtff
W
U.
01 1,
APPROVED BY:
RAOL M. ROJAS PUBLIC WORKS DIRECTOR DATE
R.C.E. 39880 EXP. 12-31-07
eREVIEWED
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LL.
NDEX
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1. COVER 'SHEET
2. TAFT HIGHWAY (STA. 16+60.88 To 31+49.66)
UNTAIN RIDGE) & SUMP
0. WMERMMONUM 4ND4EAMtff
W
U.
01 1,
t
17+00 18+00 19+00 20+00 I
22+00 25+00
9'Q4'33"E � _ -` _ ...... �_______. _... ._...) . .�. .._... ...o. � �0 -- -----.�•.--24_.� � •-- _ ........... �. 26+00 ._... _ 27+00 28+00 29+00
30+00 31+00
G 4" GAS ------
__- - JG G
G ' G G _ __ __ 4" GAS
PpV � yG VG Vc G ----- c
0.31 % 0i ��61� 1� �' 17 �- P1 k ��" F� 0
12 1 L 0.41% FL 3��• 3��' ����6�� T A F T H I G H W A Y l �� ��W
- - / 6
0.30% 6
-. - --�--- - - - -- -- -- - - i W- - .-_ 8 -- -- -- 6�� 64 4�
N89 57 E 174.25S89-0473_ - 3 3
r J - - ---- - - � 0.30% �r5• �DS• �5. �CJ 6�
---------------__ 8 _ p
J a ` S89 04 33 984.61 PL �J
00 of o S88'02'0 E 329.91'
0
<t ++ w L�- UINIT5' ' I o 1 1 r I 1 S85 cl)
�`��'J J 6 1 7 I 8 � 9 1 14 15 � ' 'F=WzL Q FP 346.70 FP 346.70 Q FP 346.90 I I i i 10 1 11 I 1 2 t 13 i 1 1 1 i 1 9
v FP 347.00 FP 347.10 FP 347.30 I FP 347.50 i 1 1 FP 347.90 1 FP 348.10 1 6 Q I 1 2 0 1 21 1 2 2 I 2 4 J a' 1<w
c� Q Q 'n 1 -
FP 347.40 I 1 1 1 18 1 FP 34860 1 FP 348.60 I 1 1' ' 2 5 2 I 2 8 1 2 9 ( -�
d !!? 347.70 FP 34780
°° o a, 00 `� '� M FP 348.20 FP 348.30 FP 348.40 FP 348.30 FP 348.201 1 -' Q 2 6 ' 1 3 O I 31 I J 3 2
0 �-- i-- r FP 348.50 FP 348.10 i 1 I � Q Mcnz z 00 z Lci cri FP 348.30 1
p co co -O M M 1 I Lo M FP 348.50
� + + � + + FP 348.60 FP 348.70 FP 348.90 fP 349.00 FP 349. IOM cv � FP 349.3
co co 00 0o I 1 i I I z_ ai ai ~ (o ( I
i 1
C5 a Q ' r r '00 00 1 '
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1 ¢ V) V) ��/ Z vim w NN I l I 1 �Ia ++
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358 �.
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356
354--
352--
348
54352348
346
344
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R/W P/L_
1s'
10, s'
8' I 8' 1
356
TAFT
HIGHWAY
LANDSCAPE
1
PLAN VIEW
Ci
i
SCALE:
1" = 50'
1
0
2"
LEGEND
p
Q
� i
ABBREVIATIONS
m I
SCALE: -50'
EP EDGE OF PAVEMENT R/W RIGHT OF WAY
--
TC TOP OF CONCRETE PL PROPERTY LINE
27
c� ? M
FL FLOWLINE FF FINISH FLOOR
346
344
CL CENTERLINE FC FINISH CONCRETE
`"
ELEV ELEVATION GB GRADE BREAK
U)
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
FP J47.90 PROPOSED PAD ELEV.
61 FI"
365• PROPOSED GUTTER FLOWL.INE ELEV.
LS
368'0
PROPOSED LANDSCAPE ELEV.
w
F G
3611p PROPOSED FINISHED GRADE
0.317. DIREC11ON AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
co
CENTERLINE OF STREET
ckl-
PROPERTY LINE / RIGHT-OF-WAY
PAD COMPAC11ON LIMITS
p
4
TRACT BOUNDARY
PHASE BOUNDARY
V
-
- - - A SECTION LINE
1
1�
lb 0 -
o
LAJ
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00
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= PROPOSED
BLOCKWALL
PAD ELEVA TION
4:1 MAX
.., �; . _
r6" MINIMUM
SIDEWALK
A TYPICAL SECTION
2
SEE SHEET 1 FOR WALL SECTION DETAILS
Si = 0%
C
OF
N OTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
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10' I 6'
8' t 8' 1
!LANDSCAPE
356
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p
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346
344
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BLOCKWALL
PAD ELEVA TION
4:1 MAX
.., �; . _
r6" MINIMUM
SIDEWALK
A TYPICAL SECTION
2
SEE SHEET 1 FOR WALL SECTION DETAILS
Si = 0%
C
OF
N OTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
".` a.< ` �-
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P /L
10' I 6'
8' t 8' 1
!LANDSCAPE
356
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1
W
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1 2'
1.
2% MIN F
z
- PROPOSED
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4:1 MAX PAD ELEVATION
6" MINIMUM
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2
SEE SHEET 7 FOR WALL SECTION DETAILS
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1570.92 LF WALL SECTION 3 2 <'
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WALL PROFILEco
SCALE: HORZ. 1" = 50' W
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1570.92 LF WALL SECTION 3 2 <'
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SCALE: HORZ. 1" = 50' W
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STA. 33+83.32 C.L. TAFT HWY, 290.00RT.=
STA. 35+86.06 WALL, SHT. 3
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12+00 13+00 14+00
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STA. 12+46.48 MOUNTAIN RIDGE=
STA. 11 +77.08 MATAPAN M O U N T A I N R I D G E D R I V E
0
An
NOTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
PA R/W UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
PLAN VIEW 14'� b,
m SCALE: 1" = 50'
6 I 8° LEGEND
PROPOSED ABBREVIATIONS w ,� ca
II BLOCKWALL LANDSCAPE '�� EP EDGE OF PAVEMENT R/W RIGHT OF WAY UNE TABLE Z
TC PL O AREA 1 TOP OF CONCRETE PROPERTY UNE LINE BEARING DISTANCE GAS
2 p FL FLOWLINE FF FINISH FLOOR
�c Lli CL CENTERLINE FC FINISH CONCRETE L1 N 44009'26" W 24.75'
1 p Z ELEV ELEVATION GI3 GRADE BREAK L2 N 89'04'33" W 15.00' Q
2' I i 47 �s ME MATCH EXISTING GRADE FP FINISH PAVEMENT p
W U O L3 N 45050'34" E 24.75'
6" MINIMUM GRP 7%( QQ FP 347.90 PROPOSED PAD ELEV.L4 N 44'20'10" W 24.75'
PAD ELEVA T/ON �'' 27o MIN 27* PROPOSED GUTTER FLOWUNE ELEV.
N ---- L5 N 45 39 50" E 24.75
4: 1 MAX PROPOSED LANDSCAPE ELEV. L6 S 3'09'23" W 8.60_T'
SIDEWALK
PROPOSED FINISHED GRADE L7 N 3'13'51" E 15.38'
0 Xx DIRECTION AND PERCENT OF SLOPE L8 N 0'45'42" E 26.29'
A TYmcAL. seanoN FOR DRAINAGE
L9 S 8914'18" E 7.59'
4 CURB AND GUTTER
L10 S 89'3548' E 7.34' W
SEE SHEET 2 FOR WALL SECTION DETAILS EXIST. CURB AND GUTTER Q
L11 S 072412" W 24.07'
CENTERLINE OF STREET cn cn
L12 S 89'35'48' E 7.34' zz o
PROPERTY LINE / RIGHT-OF-WAY <
L13 S 0'24'12" W 39.89 w N o
PAD COMPACTION LIMITS W W
TRACT BOUNDARY o ¢ °-
UcZaa
PHASE BOUNDARY o "' J
moo¢
CL g N
- - - - A SECTION LINE
1
a"rx/v
o04MAl
NMCO
8.70 LF WALL SECTION 1
WALL PROFILE s" BLOCK
SCALE: HORZ. 1" = 50' Em
VERT. 1" = 5'
ROGER. A. McINTOSH DATE
R.C.E. 33322
-3.- 7
DANIEL PADILLA DATE
i R.C.E. 67008
1.4-6759 Ph 1 - 5