HomeMy WebLinkAbout1.4-7261 RevisionGENERAL 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. 1 1/2" 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 ® 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.
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
GENERAL NOTES
BLOCK TYPE: MORTARED CONCRETE BLOCK
SIZE WALL: 6"x 8"x 16", 8"x 8"x 16" & 10% 8"x 16"
COLOR: STANDARD GREY _
PATTERN: RUNNING BOND
CAP: 1" GROUT CAP
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23.
RETAINING AND/ OR BELOW GRADE WALLS
3.
HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
100'
SHOULD BE DRAINED WITH FREE DRAINING GRAVEL.
0'
HIGHEST SIDE OF WALL.
100'
THE GRAVEL ZONE SHOULD HAVE A MINIMUM
9
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
20
29
21
22
_ N28 26
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THE AREA ALONG THE WALL LINE.
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SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR
ROAD
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WORK IN THE UNDEDICATED ROADWAYS IN THIS
7.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN
Y
IE`
OBTAINED.
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VICINITY MAP
NO SCALE
2.
ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
23.
RETAINING AND/ OR BELOW GRADE WALLS
3.
HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
100'
SHOULD BE DRAINED WITH FREE DRAINING GRAVEL.
0'
HIGHEST SIDE OF WALL.
100'
THE GRAVEL ZONE SHOULD HAVE A MINIMUM
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
N
WIDTH OF 12 INCHES WIDE.
THE AREA ALONG THE WALL LINE.
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5.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
24.
SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR
W U
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT
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EXCEED HEIGHT OF RETAINING. SEE NOTE 3,
6.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
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DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
25.
NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE
CHARGED OUT ON AN HOURLY BASIS.
WORK IN THE UNDEDICATED ROADWAYS IN THIS
7.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN
m
OBTAINED.
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 1/4" THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-B
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.
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" ft/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.
19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS
PRIOR TO THE START OF CONSTRUCTION (811).
20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER.
21. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER.
22. MAXIMUM SLOPE RATIO FROM THE 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE
SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
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llll I LEGEND:
PROPS WALL ABBREVIATIONS
I su�asxcuet a' FL FIAWJNE
a� CL CFNTERUNE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPEI
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
❑X DENOTES SHEET NUMBER TO TOP OF CURB
TW TOP OF WALL
WI WALL SECTION
PROPOSED WALL
xa .- •-�ti.�
FUTURE WALL
CTION 1E:TI
------- A SECTION UNE
SHEET SECTION IS LOCATED
LIST OF MATERIALS
BLOCK WALL LF ,Ndb 1181
SHEET TITLE
1. COVER SHEET
Q WALL CONSTRUCTION PLANS /�
3.R WALL CONSTRUCTION PLANS L's
�ti%�SibIJS Ap(�R[1JEC '
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P., C. [. 5-5102-
0/-&-/5
55102-
CITY OF
KERN COUNTY
CONST
BAKER
WALL
RUCTION
FOR
SFIELD
CALIFORNIA
PLANS
TRACT 7261
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 D SIGN CRITERIA. SHALL BE
CORRE DURING 1112TRUCTION A SUCH CORRECTIONS WILL BE
REF TED ON R OR P SU MI TO THE CITY ENGINEER.
,z- zq-i7
AP 0 D BY: ROGER A. MCINTOSH R.C.E. 33322 DATE
EXP. 6-30-18 _
APPROVED BY: NICOLAS FIDLER,
R.C.E. NO. 61069
IIQI1
_IC WORKS DIRECTOR DATE
EXP. 12-31-18
L �/
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR'
REVIEWED BY: TRAFFIC CEENGI R
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERUNE INTERSECTION. OF RELIANCE DRIVE AND
FIREBAUGH STREET.
ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT
NO. 5845 PHASES A -D, MON. ELEV. MAP
BASIS OF BEARINGS:
THE BEARING OF N 88'57'35" E SHOWN FOR THE
NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP
NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS
OF BEARINGS SHOWN HEREON.
OWNER & SUBDIVIDER:
PANAMA LANE PROPERTIES, LLC
11001 RIVER RUN BLVD; SUITE 102
BAKERSFIELD, CA 93311
CONTACT: TOM DEE
(661) 845-5771
D POE
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INTERSECTION
STA. 23+26.03 C.L GOSFORD ROAD =
STA. 10+00.GG C.L CANYON TRAIL A UE GOSFORD ROAD
UNE OF SIGHT = 650'
- - 21+00- - - - - - - __ -22}00 - - - - - - - - �3+01r - - - - 24+00 25+00 N O'35'5Y E 2026.05' - _-28+OD_. - - - - - - - - 29+,M
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UNE OF SIGHT =650'------ --_---------_-- r -_---------_-_---
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UNE OF SIGHT = 650cil
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R.C.C. 551-2-
R..C.E. Low
FOOTING EASEMENT
TO BE DEDICATED `
WITH F MAP \ P/L
PROPOSED I
R/VT
1
TABLE
6
LINE #
SLOCKWALL 2'
BEARING
L1
1
47'
I I
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L2
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35' 56.81"E
FINISHED GRADE
�cm5
29.59
SUMP GRADE
48' 10.63•E
2z M,
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JJ ce m N �r U N �I U N / ' I STA. 30+25.60 WALL
V 2' WALL 9 ±x� s,n
� I FOOTING EASEMENT n ul
TO BE DEDICATED j of �u u> u> co c,i
Q N WITH FINAL MAP ro 2 .r 3 ,, 4 �' 5 i� 6 n 7 8 , i.
8E3'EElQ10H RASN � 2 WALL FOOTING�EASEMENT � � vl
ANGLE POINT TO BE DEDICATE�DI WITH FINAL MAP j
TA. 21+14.47 C.L 75.00 RL = PH, ASE 1 �,-
TA. 21+14.41 WALL.
ANG50 WALL. POINT 4 EC(t
STA. 22+74.50 C.L. 75.00 RT.
STA. 22+ _ } I i /
74.. WATER 35
BEGIN WALL VV r
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STA. 20+70.53 C.L 69.64 RT. _I ;
STA. 20+70.21 WALLEND WALL CiN YON TRAIL AVENUE
STA 22+95.35 C.L. RT. 96.00 = SEE SITE€1-3-_ ..
STA. 23+04.09 WALL, I ` BEGIN WALLSTA. 23+55.43 DE -a5
ANGLE POINT
\ STA. 23+46.8 WALL.°° RL - STA. 23+76.58 C.L. 64.00 RT. = ANGLE POINT
STA, 23+76.56 WALL. STA. 29+14.99 C.L. 64.00 RL =
ST".29+,5.00 WA
GOSFORD ROAD
(STA. 22+98.96' C.L. TO 31+58.40' C.L.)
SCALE: 1" - 50' HORIZONTAL
2% MIN.
__ I 4:1 MAX.
5.5' WIDE PROPOSED CURB
COMBINATION & GUTTER
SIDEWALK
(STA. 20+70.53' C.L TO 21+14.41' C.L.) GOSFORD ROAD
A GOSFORD ROAD
2 SCALE.. N. T.S.
20+00
21+00
22+00
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372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
23+00 23+50
FOOTING EASEMENT
TO BE DEDICATED R/VT
NTH FINAL MAP P/L I
15.34'
PROPOSED I 6
BLOCKWALL 2' I
I 7.34'
I2
FINISHED GRADE U
SUMP GRADE \ 2z MP
'.'- 2Z MIN.
IIS. 4:1 MAX.
1 1 5.5' WIDE) (___PROPOSED CURB
COMBINATION & GUTTER
SIDEWALK
(STA. 21+14.41' C.L TO 22+74.50' C.L.) GOSFORD ROAD
B GOSFORD ROAD
2 SCALE: N. T S.
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
FOOTING EASEMENT
TO BE DEDICATE) R/1V
WITH FINAL MAP P 11 /L
15.34'
PROPOSED 6
BLOCKWALL 2' 1'
I
� I 7FINII
2'
LOTSSIDE GRADEi y�'cd
2% MAX N
2z MIN.
'i 4:1 MAX.
5.5' WIDE PROPOSED CURB
COMBINATION & GUTTER
SIDEWALK
(STA. 23+76.58' C.L TO 30+25.60' C.L.) GOSFORD ROAD
GOSFORD ROAD
2 SCALE: N. T. S
LINE
TABLE
LINE #
LENGTH
BEARING
L1
44.20
47'
34' 02.53"E
L2
160.09
NO'
35' 56.81"E
L3
29.59
N45'
48' 10.63•E
L4
29.80
N44'
11' 49.37•W
L5
538.42
NO'
35' 56.81'E
L6
110.61
N1'
38' 26.67'E
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TOP
FOOTING
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22+00
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372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
23+00 23+50
FOOTING EASEMENT
TO BE DEDICATED R/VT
NTH FINAL MAP P/L I
15.34'
PROPOSED I 6
BLOCKWALL 2' I
I 7.34'
I2
FINISHED GRADE U
SUMP GRADE \ 2z MP
'.'- 2Z MIN.
IIS. 4:1 MAX.
1 1 5.5' WIDE) (___PROPOSED CURB
COMBINATION & GUTTER
SIDEWALK
(STA. 21+14.41' C.L TO 22+74.50' C.L.) GOSFORD ROAD
B GOSFORD ROAD
2 SCALE: N. T S.
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
FOOTING EASEMENT
TO BE DEDICATE) R/1V
WITH FINAL MAP P 11 /L
15.34'
PROPOSED 6
BLOCKWALL 2' 1'
I
� I 7FINII
2'
LOTSSIDE GRADEi y�'cd
2% MAX N
2z MIN.
'i 4:1 MAX.
5.5' WIDE PROPOSED CURB
COMBINATION & GUTTER
SIDEWALK
(STA. 23+76.58' C.L TO 30+25.60' C.L.) GOSFORD ROAD
GOSFORD ROAD
2 SCALE: N. T. S
LEGEND:
ABBREVIATIONS
FL FLOWUNE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GIB GRADE BREAK
LS LANDSCAPE
ELEV AEVAT10N
EC END CURVE
BC BEGIN CURVE
TO TOP OF CURB
TW TOP OF WALL
WI WALL SECTION
PROPOSED WALL
FUTURE WALL
MATCH UNE SECTION LETTER
----- A SECTION LINE
SHEET SECTION IS LOCATED
LINE
TABLE
LINE #
LENGTH
BEARING
L1
44.20
47'
34' 02.53"E
L2
160.09
NO'
35' 56.81"E
L3
29.59
N45'
48' 10.63•E
L4
29.80
N44'
11' 49.37•W
L5
538.42
NO'
35' 56.81'E
L6
110.61
N1'
38' 26.67'E
LEGEND:
ABBREVIATIONS
FL FLOWUNE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GIB GRADE BREAK
LS LANDSCAPE
ELEV AEVAT10N
EC END CURVE
BC BEGIN CURVE
TO TOP OF CURB
TW TOP OF WALL
WI WALL SECTION
PROPOSED WALL
FUTURE WALL
MATCH UNE SECTION LETTER
----- A SECTION LINE
SHEET SECTION IS LOCATED
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
SCALE: 1" _ X50'
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GO
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b II
0
r II
I L
I i I 5�W i
STA. 10+96.22 WALL
2' WALL FOOTING EASEMENT TO BE
DEDICATED WITH FINAL MAP
END WALL
TA 11+36.12 CL 30.00 IT =
11+OO�S 86'59'36' E 1347.4
\ FOOTIN EASEMENT
TO BE DEDICATED
C WITH FINAL MAP R/W
I
l PROPOSED
_ BLOCKWAL!
-----+------�I
---�. – S88'S936' T77.30'------.
IT2' WALL FOOTING –= EASEMENT TOBE DEDICATED
WITH FINAL MAP
TION BASIN (SUMP)END WALL
STA. 13+13.51 GL 30.00 RT. STA. 13+13.52 WALL
FINISHED
(SUMP)
CURB
(STA. 10+96.22' C.L. TO 13+13.51' C.L) CANYON TRAIL
�, 45 A CANYON TRAIL AVENUE
AFF 555 0
4 SCALE -1"=10' j
TO BE DEDICATED
WITH FINAL MAP R/W
I
PROPOSED I 5
CANYON TRAIL I AVENUE BLOCKWALL Lr �' I
(STA. 10+96.22' C.L. TO 13+13.51' C.L.)
SCALE: 1" — 50' HORIZONTAL
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
SCALE: 1" — 50' HORIZONTAL
1" — 5' VERTICAL
FOOTING EASEMENT TO BE
DEDICATED WITH FINAL MAP
P/L
1' GROUT CAP
I
OT SIDE �-
/5 CONT. BOND BEAM __ STREET SIDE —
(12' FROM THE TOP)
48' MAX. SPACING (TYP). I
6'-8' & 7'-4' WALL SECTION:
/5 CONT. BOND BEAM I /4 "L" BAR AT 32' O.C.
(AT MID HEIGHT) I (CENTERED IN WALL) i
48' MAX. SPACING (TYP.) (25' MIN. LAP SPUCE)
6".8'x16" CONCRETE BLOCK SEALANT TO BE APPLIED
BY WALL CONTRACTOR
FIRST COURSE TO CONSIST OF
a
GROUT SCUD ALL CAVITIES I UNMORTARIED HEAD JOINTS TO of
I ALLOW FOR DRAINAGE m
DE I LANDSCAPE GRADE
FINISHED GRADE r(6'-8)
MAx
)
VARIES (6'MIN.) x +�'1 16' MAX(Y
��12 ' 4 EA j4 BAR O 9' O.C.
FFI - n T _1741 14 BAR O 9" O.C.
3"%3'X3• CONCRETE BLOCK n
CHAIRS SHALL BE USED TOS
PLACE FOOTING REBAR
FINISHEDGRADEI `T m
(SUMP)
4.5' WIDE PROPOSED CURB
COMBINATION &GUTTER
SIDEWALK
(STA. 10+96.22' C.L. TO 13+13.51' C.L.) CANYON TRAIL AVENUE
A CANYON TRAIL AVENUE
REVISIONS APPROVED:
WALL SECTION 1
SCALE. 7"-10' FOOTING EASEMENT TO BE
.� DEDICATED WITH FINAL MAP
BLAINE NEPTUNE DATE
R.C.E. 55102
--yLyl2014
JIM SCHROETER DATE
R.C.E. 46185
P/L
z
372
( 1" GROUT CAP
370
15 CONT. BOND BEAM
368
364
- --
366
1
tai'
364
364
15 CONT. BOND BEAM
362
7-4'
/4 1' BAR AT 16' O.C.
i
360
(CENTERED IN WALL)
,-
#5 CONT. BOND BEAM I
11
i
358
(CENTERED IN WALL)..
O
362
ABBREVIATIONS
c 3 a
356
FL FLOINUNE
m
48' MAX. SPACING(TYP) .I
- -
1
354
EG EXISTING GRADE
8'.8'x16' CONCRETE BLOCK I
362
FG FINISHED GRADE
3
352
GB GRADE BREAK
7'-4' TYPE C WALL SECTION:
B"%8'%1B' CONCRETEBLOCK
LS LANDSCAPE
/4'L' BAR AT 16' O.C. I
350
ELEV ELEVATION
360
LANDSCAPE GRADE
EC END CURVE
(25' MIN. LAP SPLICE) I
348
BC BEGIN CURVE
FINISHED GRADE
FIRST COURSE TO CONSIST OF
-
VARIES (6 -MIN.) .;,; Yu �•. UNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
346
TW TOP OF WALL
360
VARIES (6 -MIN.) `F ' L DW Fqt DRAINAGE
W1 WALL SECTION
.. /4 BARO 9' O.C.
344
PROPOSED WALL
Y'
1 -1 •
.. /4 BAR 0 9D.C.
FUTURE WALL
-
342
PLACE FOOTING REBAR
358
m
MATCH UNE CTION LETTER
340
�
SECTION 3
SEALANT TO BE APPLIED
SECTION
1
UNE
-
8'.8'x16' CONCRETE BLOCK
358
BY WALL CONTRACTOR
_i
(� TV
-
8'-0' TYPE C WALL SECTION:
NEATLY GROUT CAVITY
/4 'L' BM AT 16' O.C.
LANDSCAPE GRADE
FINISHED
(CENTERED IN WALL)
3 ,°
(25' MIN. LAP SPLICE)
GRADE
FINISHED GRADE
FIRST COURSE TO CONSIST OF
C
356
NMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
'ry
-�
-
—
.
EA, =4 BAR O 9. O.C.
356
-
_.
FINISHED
3RADE
JNYXY CONCRETE BLOCK
1'-4'
1'-1
3"
CHAIRS SHALL BE USED T
LANDSC(WE
GRAD
s= D.14R
D --GRADE
-
{� FINISHED
SUIP
GR
SIDE..
WALL
C
354
LOT SIDE
FLOWUN
_
354
352352TOP
GRADE
OF
-.T----_____
FOOTING
350
-..
- --
350
n TOP
OF FOE
TING
FLOW
THE
N
n
M
348
-
A
8
348
`y
>
+�
I
�e
2
0
r
f
N
C3�
346
-
ri
f
N
_
a
EDN
=
�
—
f
346
344
SECTION
N LF
5
217.36
344
WILL
15 IF
SECT]
6
WALL
342
E
¢ECTION
11
3
342
10+00
11+00
SEE
HEET 3
12+00
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
SCALE: 1" — 50' HORIZONTAL
1" — 5' VERTICAL
FOOTING EASEMENT TO BE
DEDICATED WITH FINAL MAP
P/L
1' GROUT CAP
I
OT SIDE �-
/5 CONT. BOND BEAM __ STREET SIDE —
(12' FROM THE TOP)
48' MAX. SPACING (TYP). I
6'-8' & 7'-4' WALL SECTION:
/5 CONT. BOND BEAM I /4 "L" BAR AT 32' O.C.
(AT MID HEIGHT) I (CENTERED IN WALL) i
48' MAX. SPACING (TYP.) (25' MIN. LAP SPUCE)
6".8'x16" CONCRETE BLOCK SEALANT TO BE APPLIED
BY WALL CONTRACTOR
FIRST COURSE TO CONSIST OF
a
GROUT SCUD ALL CAVITIES I UNMORTARIED HEAD JOINTS TO of
I ALLOW FOR DRAINAGE m
DE I LANDSCAPE GRADE
FINISHED GRADE r(6'-8)
MAx
)
VARIES (6'MIN.) x +�'1 16' MAX(Y
��12 ' 4 EA j4 BAR O 9' O.C.
FFI - n T _1741 14 BAR O 9" O.C.
3"%3'X3• CONCRETE BLOCK n
CHAIRS SHALL BE USED TOS
PLACE FOOTING REBAR
FINISHEDGRADEI `T m
(SUMP)
4.5' WIDE PROPOSED CURB
COMBINATION &GUTTER
SIDEWALK
(STA. 10+96.22' C.L. TO 13+13.51' C.L.) CANYON TRAIL AVENUE
A CANYON TRAIL AVENUE
REVISIONS APPROVED:
WALL SECTION 1
SCALE. 7"-10' FOOTING EASEMENT TO BE
.� DEDICATED WITH FINAL MAP
BLAINE NEPTUNE DATE
R.C.E. 55102
--yLyl2014
JIM SCHROETER DATE
R.C.E. 46185
10+00 11+00 12+00 13+00
SCALE: 1" - 50' HORIZONTAL
1" = 5' VERTICAL
374
P/L
z
372
( 1" GROUT CAP
370
15 CONT. BOND BEAM
368
(12' FROM THE TOP)
I
366
48' MAX. SPACING (TYP.)
364
TYPE C WALL SECTION:
15 CONT. BOND BEAM
362
7-4'
/4 1' BAR AT 16' O.C.
GONT.BONDM
360
(CENTERED IN WALL)
48- MAX SPACING (TYP)•
#5 CONT. BOND BEAM I
LEGEND:
i
358
(CENTERED IN WALL)..
O
48' MAX. SPACING (TYP.)I�.—STREET
ABBREVIATIONS
c 3 a
356
FL FLOINUNE
m
48' MAX. SPACING(TYP) .I
CL CENTERLINE
1
354
EG EXISTING GRADE
8'.8'x16' CONCRETE BLOCK I
8'-0' TYPE C WALL SECTION:
FG FINISHED GRADE
3
352
GB GRADE BREAK
7'-4' TYPE C WALL SECTION:
B"%8'%1B' CONCRETEBLOCK
LS LANDSCAPE
/4'L' BAR AT 16' O.C. I
350
ELEV ELEVATION
(CENTERED IN WALL)
LANDSCAPE GRADE
EC END CURVE
(25' MIN. LAP SPLICE) I
348
BC BEGIN CURVE
FINISHED GRADE
FIRST COURSE TO CONSIST OF
TO TOP OF CURB
VARIES (6 -MIN.) .;,; Yu �•. UNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
346
TW TOP OF WALL
MIN EA /4 BAR 0 9' O.C.
VARIES (6 -MIN.) `F ' L DW Fqt DRAINAGE
W1 WALL SECTION
.. /4 BARO 9' O.C.
344
PROPOSED WALL
Y'
1 -1 •
.. /4 BAR 0 9D.C.
FUTURE WALL
37(3'%3' CONCRETE BLOO( 1'-0't3"
'8'PLACE
342
PLACE FOOTING REBAR
w
m
MATCH UNE CTION LETTER
340
�
SECTION 3
SEALANT TO BE APPLIED
SECTION
1
UNE
338
8'.8'x16' CONCRETE BLOCK
BY WALL CONTRACTOR
_i
(� TV
8'-0' TYPE C WALL SECTION:
NEATLY GROUT CAVITY
/4 'L' BM AT 16' O.C.
LANDSCAPE GRADE
(CENTERED IN WALL)
3 ,°
(25' MIN. LAP SPLICE)
a
FINISHED GRADE
FIRST COURSE TO CONSIST OF
V�y Yys:{
ARIES6'MIN.
( )
NMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
'ry
8.5 MIN
.
EA, =4 BAR O 9. O.C.
_.
FINISHED
3RADE
JNYXY CONCRETE BLOCK
1'-4'
1'-1
3"
CHAIRS SHALL BE USED T
PLACE FOOTING REBAR
D --GRADE
-
{� FINISHED
SUIP
GR
SIDE..
WALL
SECTION 4
LOT SIDE
- --
n TOP
OF FOE
TING
FLOW
THE
N
n
M
`y
>
I
�e
2
0
r
f
N
3
W
ri
f
N
217.36
WALL
¢ECTION
11
SEE
HEET 3
10+00 11+00 12+00 13+00
SCALE: 1" - 50' HORIZONTAL
1" = 5' VERTICAL
374
P/L
z
372
( 1" GROUT CAP
370
15 CONT. BOND BEAM
368
(12' FROM THE TOP)
I
366
48' MAX. SPACING (TYP.)
364
TYPE C WALL SECTION:
15 CONT. BOND BEAM
362
7-4'
/4 1' BAR AT 16' O.C.
GONT.BONDM
360
(CENTERED IN WALL)
48- MAX SPACING (TYP)•
#5 CONT. BOND BEAM I
LEGEND:
i
358
(CENTERED IN WALL)..
O
48' MAX. SPACING (TYP.)I�.—STREET
ABBREVIATIONS
c 3 a
356
FL FLOINUNE
m
48' MAX. SPACING(TYP) .I
CL CENTERLINE
1
354
EG EXISTING GRADE
8'.8'x16' CONCRETE BLOCK I
8'-0' TYPE C WALL SECTION:
FG FINISHED GRADE
3
352
GB GRADE BREAK
7'-4' TYPE C WALL SECTION:
B"%8'%1B' CONCRETEBLOCK
LS LANDSCAPE
/4'L' BAR AT 16' O.C. I
350
ELEV ELEVATION
(CENTERED IN WALL)
LANDSCAPE GRADE
EC END CURVE
(25' MIN. LAP SPLICE) I
348
BC BEGIN CURVE
FINISHED GRADE
FIRST COURSE TO CONSIST OF
TO TOP OF CURB
VARIES (6 -MIN.) .;,; Yu �•. UNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
346
TW TOP OF WALL
MIN EA /4 BAR 0 9' O.C.
VARIES (6 -MIN.) `F ' L DW Fqt DRAINAGE
W1 WALL SECTION
.. /4 BARO 9' O.C.
344
PROPOSED WALL
Y'
1 -1 •
.. /4 BAR 0 9D.C.
FUTURE WALL
37(3'%3' CONCRETE BLOO( 1'-0't3"
'8'PLACE
342
PLACE FOOTING REBAR
w
m
MATCH UNE CTION LETTER
340
�
SECTION 3
SEALANT TO BE APPLIED
SECTION
1
UNE
338
8'.8'x16' CONCRETE BLOCK
14+00 SHEET SECTION IS LOCATED
2' PRECISION PILASTER
6'x2'xi6' PRECISION CAP
COLOR: UGHT GRAY
n
P/L
z
( 1" GROUT CAP
P/L
15 CONT. BOND BEAM
I
(12' FROM THE TOP)
I
1
48' MAX. SPACING (TYP.)
6•.0•x16• CONCRETE BLOCK
TYPE C WALL SECTION:
15 CONT. BOND BEAM
GROUT SOUD ALL CAVITIES
7-4'
/4 1' BAR AT 16' O.C.
GONT.BONDM
6'x8'.16' CONCRETE BLOCK
(CENTERED IN WALL)
48- MAX SPACING (TYP)•
#5 CONT. BOND BEAM I
(25' MIN. LAP SPLICE)
i
(AT MID HEIGHT
(CENTERED IN WALL)..
O
48' MAX. SPACING (TYP.)I�.—STREET
SIDE—
c 3 a
—Lor SIDE
I
m
48' MAX. SPACING(TYP) .I
SEALANT TO BE APPUEDa
.I
1
BY WALL CONTRACTOR
SEALANT TO BETR APPLIED
8'.8'x16' CONCRETE BLOCK I
8'-0' TYPE C WALL SECTION:
SEALANT TO BE APPLIED
3
NEATLY GROUT CAVITY
WALL CONTRACTOR
7'-4' TYPE C WALL SECTION:
B"%8'%1B' CONCRETEBLOCK
w �
/4'L' BAR AT 16' O.C. I
6-C' WALL SECTION:L�EATLY
NDSCAPE GRADE
(CENTERED IN WALL)
LANDSCAPE GRADE
GROUT CAVITY
(25' MIN. LAP SPLICE) I
,u� ?sU-
�
FINISHED GRADE
FIRST COURSE TO CONSIST OF
s
VARIES (6 -MIN.) .;,; Yu �•. UNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
FINISHED GRADE
8.5
MIN EA /4 BAR 0 9' O.C.
VARIES (6 -MIN.) `F ' L DW Fqt DRAINAGE
o
.. /4 BARO 9' O.C.
MI I1&4 EA. /4 BAR 0 9' O.C.
3'X3'%3' CONCRETE BLOCK 1' 4'
Y'
1 -1 •
.. /4 BAR 0 9D.C.
CHAIRS SHALL BE USEDTO
37(3'%3' CONCRETE BLOO( 1'-0't3"
'8'PLACE
VARIES (CMIN.)
PLACE FOOTING REBAR
w
m
FOOTING REBAR
a
WALL
SECTION 3
SEALANT TO BE APPLIED
2' PRECISION PILASTER
6'x2'xi6' PRECISION CAP
COLOR: UGHT GRAY
n
SPOT FACE CONCRETE BLOCK TO EXTERIOR
COLOR: LIGHT GRAY
TYPICAL WALL ELEVATION - ALL STAEEM
SCALE: NONE
8"x B"x 16" CONCRETE BLOCK
(LOWER COURSES, PER PLANS)
TIE tIt WALL` 6"x 8"x 16" MORTARED CONCRETE BLOCK
(UPPER COURSES)
F SECTION
3 SCALE: NONE
a
FOOTING EASEMENT TO BE
z
DEDICATED WITH FINAL MAP
P/L
P/L
I
I
I 1' GROUT CAP
I
1' GROUT CAP
15 CONT. BOND BEAM
LOT SIDE
12' FROM THE TOP)
15 CONT. BOND BEAM
1
48' MAX. SPACING (TYP.)
GONT.BONDM
6'x8'.16' CONCRETE BLOCK
WALL SECTION:
48- MAX SPACING (TYP)•
GROUT SOLID ALL CAVITIES
8'-0'
04 "L' BAR AT 32' O.C.
/5 CONT. BOND BEAM
(CENTERED IN WALL)..
O
/5 CONT. BOND BEAM
(25' MIN. LAP SPLICE)
s J
(AT MID HEIGHT)
I
o
48' MAX. SPACING(TYP) .I
—STREET SIDE—
I �
—LOT SIDE I
SEALANT TO BETR APPLIED
8'-0' TYPE C WALL SECTION:
SEALANT TO BE APPLIED
3
IBY
WALL CONTRACTOR
B"%8'%1B' CONCRETEBLOCK
w �
3
6-C' WALL SECTION:L�EATLY
NDSCAPE GRADE
;{4 Y' BAR AT 3Y O.C.
1
GROUT CAVITY
ALLOW FOR DRAINAGE
(CENTERED IN WALL)
#5 CONT. BOND BEAM i
x
(25' ICON. LAP SPLICE)
FIRST COURSE TO CONSIST OF -
s
FINISHED GRADE
NMORTARED HEAD JOINTS TO T
o
VARIES (6 -MIN.) `F ' L DW Fqt DRAINAGE
o
8.5
H
MI I1&4 EA. /4 BAR 0 9' O.C.
48' MAX SPACING (TYP.) I
n
.. /4 BAR 0 9D.C.
16' MAX (Y-4')
37(3'%3' CONCRETE BLOO( 1'-0't3"
'8'PLACE
VARIES (CMIN.)
CHAIRS SHALL BE USED TO
w
m
FOOTING REBAR
a
EA j4 BAR 0 Y O.C.
n
SEALANT TO BE APPLIED
WALL
SECTION
p
SPOT FACE CONCRETE BLOCK TO EXTERIOR
COLOR: LIGHT GRAY
TYPICAL WALL ELEVATION - ALL STAEEM
SCALE: NONE
8"x B"x 16" CONCRETE BLOCK
(LOWER COURSES, PER PLANS)
TIE tIt WALL` 6"x 8"x 16" MORTARED CONCRETE BLOCK
(UPPER COURSES)
F SECTION
3 SCALE: NONE
a
FOOTING EASEMENT TO BE
\
FOOTING EASEMENT TO BE
P/L
DEDICATED WITH FINAL MAP
P/L
I
I
1' GROUT CAP
LOT SIDE
15 CONT. BOND BEAM
n
(1Y FROM THE TOP)
GONT.BONDM
I
48- MAX SPACING (TYP)•
Y FROM THE TOP)
O
/5 CONT. BOND BEAM
1
O
48' MAX. SPACING (TYP.)
(AT MID HEIGH t
(CENTERED IN WALL) z
sx
6•x8'.16• CONCRETE BLOCK
48' MAX. SPACING (TYPJ
I (25" MIN. LAP SPLICE)
a
R
6'.8'x16' CONCRETE BLOCI(
SEALANT TO BETR APPLIED
8'-0' TYPE C WALL SECTION:
OR
BY WALL CONCOURSE
_^
GROUT SOLD ALL CAVITIES
/4 'L' BAR AT 16' O.C.
w �
3
GROUTSCUD ALL CAVITIES
I
(CENTERED IN WALL)
i
ALLOW FOR DRAINAGE
m
#5 CONT. BOND BEAM i
(25' MIN. LAP SPLICE)
54
a
�tl
(AT MID HEIGHT)
o
o
E
48' MAX SPACING (TYP.) I
GRADE
_STREET SIDE—
16' MAX (Y-4')
s
VARIES (CMIN.)
—LOT SIDE I
w
m
54
a
EA j4 BAR 0 Y O.C.
n
SEALANT TO BE APPLIED
BAR *A" D.G.
H
p
8'.8'x16' CONCRETE BLOCK
BY WALL CONTRACTOR
_i
(� TV
8'-0' TYPE C WALL SECTION:
NEATLY GROUT CAVITY
/4 'L' BM AT 16' O.C.
LANDSCAPE GRADE
(CENTERED IN WALL)
3 ,°
(25' MIN. LAP SPLICE)
a
FINISHED GRADE
FIRST COURSE TO CONSIST OF
V�y Yys:{
ARIES6'MIN.
( )
NMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
'ry
8.5 MIN
.
EA, =4 BAR O 9. O.C.
_.
/4 BAR O 9' O.C.
JNYXY CONCRETE BLOCK
1'-4'
1'-1
3"
CHAIRS SHALL BE USED T
PLACE FOOTING REBAR
Y-2'
WALL
SECTION 4
SPOT FACE CONCRETE BLOCK TO EXTERIOR
COLOR: LIGHT GRAY
TYPICAL WALL ELEVATION - ALL STAEEM
SCALE: NONE
8"x B"x 16" CONCRETE BLOCK
(LOWER COURSES, PER PLANS)
TIE tIt WALL` 6"x 8"x 16" MORTARED CONCRETE BLOCK
(UPPER COURSES)
F SECTION
3 SCALE: NONE
a
WALL SECTION 5
1
o
FOOTING EASEMENT TO BE
DEDICATED NTH FINAL MAP
P/L
2' PRECISION CAP
I
`
—STREET SIDE —
LOT SIDE
15 CONT. BOND BEAM
n
(1Y FROM THE TOP)
48- MAX SPACING (TYP)•
7'-4' WALL SECTION:
O
/5 CONT. BOND BEAM
j4 'C BAR AT 32' O.C.
O
/
(AT MID HEIGH t
(CENTERED IN WALL) z
sx
48' MAX. SPACING (TYPJ
I (25" MIN. LAP SPLICE)
a
R
6'.8'x16' CONCRETE BLOCI(
SEALANT TO BETR APPLIED
a
OR
BY WALL CONCOURSE
_^
FIRST COURSE TO CONSIST OF
TO CO
w �
3
GROUTSCUD ALL CAVITIES
UNMORTARED HEAD JOINTS TO
I
>h
ALLOW FOR DRAINAGE
m
w co
a
FINISHED GRADE
o
LANDSCAPE
0
GRADE
i
16' MAX (Y-4')
`
VARIES (CMIN.)
w
m
54
EA j4 BAR 0 Y O.C.
n
BAR *A" D.G.
H
WALL SECTION 5
1
o
q
A b
FOOTING EASEMENT TO BE i
DEDICATED M11H FINAL MAP \ /�
P/L \1
2" PRECISION CAP
15 CONT. BOND BEAM
(12' FROM THE TCP)
CONN* CONCRETE BLOCK—_.48" MAX. SPACING (TYP.)
Y-4' TYPE C WALL SEC nom
GROUT SOLID ALL CAVITIES` /4 'L' BAR AT 16" O.C.
\ (CENTERED IN WALL)
/5 CONT. BOND BEAM (25" MIN. LAP SPUDS)
(AT MID HEIGHT) 3
48" MAX. SPACING (TYP.) I LOT SIDE ? a
STREET SIDE -- I %� 3
SEALANT TO BE APPUED
NtWALL)
T CAM
BY WALL CONTRACTOR <
8"x8'xtBLO
7'-4" TYPETION:14 'C BAR(CENTERED I FINISHED GRADE
(25' MIN. LSCAFIRST COURSE TO CONSIST OF
VARIES (6"MIN. UNMORTAREO HEAD JOINTS TO
ALLOW FOR DRAINAGE
8.5 MIN 4 EA /4 BAR 0 9.67' O.C.
WALL SECTION 6
SCALE: 1" = 50'
50' 25' O' 50' 100'
Know what's below.
Call before you dig.
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m
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a
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w
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�
B
�
H
p
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q
A b
FOOTING EASEMENT TO BE i
DEDICATED M11H FINAL MAP \ /�
P/L \1
2" PRECISION CAP
15 CONT. BOND BEAM
(12' FROM THE TCP)
CONN* CONCRETE BLOCK—_.48" MAX. SPACING (TYP.)
Y-4' TYPE C WALL SEC nom
GROUT SOLID ALL CAVITIES` /4 'L' BAR AT 16" O.C.
\ (CENTERED IN WALL)
/5 CONT. BOND BEAM (25" MIN. LAP SPUDS)
(AT MID HEIGHT) 3
48" MAX. SPACING (TYP.) I LOT SIDE ? a
STREET SIDE -- I %� 3
SEALANT TO BE APPUED
NtWALL)
T CAM
BY WALL CONTRACTOR <
8"x8'xtBLO
7'-4" TYPETION:14 'C BAR(CENTERED I FINISHED GRADE
(25' MIN. LSCAFIRST COURSE TO CONSIST OF
VARIES (6"MIN. UNMORTAREO HEAD JOINTS TO
ALLOW FOR DRAINAGE
8.5 MIN 4 EA /4 BAR 0 9.67' O.C.
WALL SECTION 6
SCALE: 1" = 50'
50' 25' O' 50' 100'
Know what's below.
Call before you dig.
I'L1 -7)6i
CITY RECORDS NO: