HomeMy WebLinkAbout1.4-7317 PH 1 RevisionGENERAL NOTES
L ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WTH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE
EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO. NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12, THE CONTRACTOR AGREES THAT HE $HALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BIO PRICE FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT
OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
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 FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE
STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
18. ANY ITEMS IN 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.
19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
20. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017, AND
ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE
CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH.
WALL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE.
2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
3, EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 909 RELATIVE
COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE.
4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR
WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE
DETERMINED BY THE CITY ENGINEER -
5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS, COAT ONLY
THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING,
6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A
SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS.
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS
WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP,
8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE C-0" MIN.
MEASURED FROM THE HIGHEST ADJACENT GROUND.
9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS
OTHERWISE NOTED.
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MW. CONCRETE COVER.
12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL.
13. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER &
STORM DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP.
TRACT 7317
2" BRICK CAP (STOCKDAIE
RANCH DRIVE) OR 2" MORTAR
CAP (EAST BDRY WALL)
PL
WEST BELTWAY ALIGNMENT
OR
STREET SIDE
z
g OMIT
JOINTS
#4
TYP.
(3 TOTAL)
3" CLR
TYP.
#4 CONT.
32" O.C.
CONT. TYP. _
b Cy
I m
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#4 ® 32" O.C.
CTR.
'v w-,
w
�,-ALTERNATE x
LEGS � p
v,
0
s.1 '
in
HIGH SIDE FG VARIES
//6'-8" OR 7'-4" WALL
ID- 0NN N. i.
TRACT 7317
2" BRICK CAP (STOCKDALE
RANCH DRIVE) OR 2" MORTAR
CAP (EAST DORY WALL)
WEST BELTWAY ALIGNMENT
OR
STREET SIDE
CONT.
O.C.
i o
v #4 CONT. TYP. w
0
0
owo 1oa
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#4 CONT. TYP. q
(3 TOTAL)
TYP. 12"-+-2'-O"-�--{ �
L
3 -n"�� M
* HIGH SIDE FG VARIES
(f68 ND-SE8" OR 7'-4" WALL
^ ECTION 'N.T.s.
OG�P
a 0 D4�
✓J
10 3/4"
#4 VERT. REBAR
(6 TOTAL)
N
#3 TIES 0 24"
2._4..
-- (6"x8"x18" BLOCK &
6"x8"x12" BLGCK)
MONUMENT WALL PILASTER
0-® TRACT ENTRANCE "+5
WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L-8,
STRUCTURAL NOTES
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOL BEARING VALUE REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS: 1- REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150.
3. AGGREGATE: ASTM C-33.
4. WATER: CLEAN AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS:
L CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS.
2. 505 LB OF CEMENT (MIN) PER CUBIC YARD.
3. 3/4" AGGREGATE (MAX).
4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX).
MASONRY NOTES
1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI ® 28 DAYS.
3. GROUT: 1. STRENGTH: 2000 PSI ® 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION,
aw�o A �6
TRACT 7317 PL U _
TRACT 7317 PL E g a i w a
WEST BELTWAY WEST BELTWAY N
ALIGNMENT ALIGNMENT
o �
2" MORTAR CAP 2" MORTAR CAP
W z S
wwpwy�lilR w �N
�G�'�o� o� w m
#4 CONT. TYP. T#4 CONT. TYP. a f 5 `�' z�� N l a �? G
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LL
#4016"O.C. rn #4024"O.C.3��V'dw� Z ��
re W co N
aw �soz aOg W "p
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LLA
v. >-z"�wx Ow Gaa W N
ry�I N�
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v -
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#4 CONT. 0 32" C.C. i ¢ w #4 CONT, 0 32" O.C. z "� L=i N w rc �w
(4 TOTAL) (4 TOTAL)
a
*FG a"'OoSvw�
W W V 6 6 2$$ N Y h
OMIT HEAD
G
OMIT HEAD ---.g K
JOINTS 0 FG'° JOINTS ®FG `�Qo
�- *FG ALTERNATE x L` *FG ALTERNATE M8
LEGS - O- LEGS
g N
1 A�
#4CONT. TYP. #4 CONT. TYP Vj w
(3 TOTAL} .:a " L (3 TOTAL)
3" CLR. i~" r. 3" CLR.-^ I
TYP. 12 moi-^-2'� TYP_ 12 -1---1' �� W
* HIGH SIDE FG VARIES * HIGH SIDE FG VARIES
O �
8'-0" S UND WA �''-0" OR 8'-8" WALL ` 3
END -SECTION " MID-SEC115 g o 6
MATERIALS LEgfB LML
a
FTG. REINFORCEMENT
PER WALL DETAIL
#4 VERT. REBAR
(4 TOTAL)
(3) #4 REBAR E!
CMU BLOCK PER
WALL DETAIL
FTG. REINFORCEMENT
WAY 0 PILASTE
PER WALL DETAIL
o
CONT. REBAR PER
CONT,
WALL DETAIL
p a
WALL DETAIL
LS/PL-_-
io
-
Fwo
w
vao
wa
,oy
PILASTER
VERT. REBAR PER
"
WALL DETAIL ---r-----.
TRACT 7317
2" BRICK CAP (STOCKDALE
RANCH DRIVE) OR 2" MORTAR
CAP (EAST DORY WALL)
WEST BELTWAY ALIGNMENT
OR
STREET SIDE
CONT.
O.C.
i o
v #4 CONT. TYP. w
0
0
owo 1oa
z $
06- io #4 0 24" O.C. j
O Y O
O U
m �
G
OMIT HEAD --fir a ~
�. JOINTS O FG CTR. v w
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LEGS o
#4 CONT. TYP. q
(3 TOTAL)
TYP. 12"-+-2'-O"-�--{ �
L
3 -n"�� M
* HIGH SIDE FG VARIES
(f68 ND-SE8" OR 7'-4" WALL
^ ECTION 'N.T.s.
OG�P
a 0 D4�
✓J
10 3/4"
#4 VERT. REBAR
(6 TOTAL)
N
#3 TIES 0 24"
2._4..
-- (6"x8"x18" BLOCK &
6"x8"x12" BLGCK)
MONUMENT WALL PILASTER
0-® TRACT ENTRANCE "+5
WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L-8,
STRUCTURAL NOTES
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOL BEARING VALUE REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS: 1- REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150.
3. AGGREGATE: ASTM C-33.
4. WATER: CLEAN AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS:
L CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS.
2. 505 LB OF CEMENT (MIN) PER CUBIC YARD.
3. 3/4" AGGREGATE (MAX).
4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX).
MASONRY NOTES
1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI ® 28 DAYS.
3. GROUT: 1. STRENGTH: 2000 PSI ® 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION,
aw�o A �6
TRACT 7317 PL U _
TRACT 7317 PL E g a i w a
WEST BELTWAY WEST BELTWAY N
ALIGNMENT ALIGNMENT
o �
2" MORTAR CAP 2" MORTAR CAP
W z S
wwpwy�lilR w �N
�G�'�o� o� w m
#4 CONT. TYP. T#4 CONT. TYP. a f 5 `�' z�� N l a �? G
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#4 CONT. 0 32" C.C. i ¢ w #4 CONT, 0 32" O.C. z "� L=i N w rc �w
(4 TOTAL) (4 TOTAL)
a
*FG a"'OoSvw�
W W V 6 6 2$$ N Y h
OMIT HEAD
G
OMIT HEAD ---.g K
JOINTS 0 FG'° JOINTS ®FG `�Qo
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LEGS - O- LEGS
g N
1 A�
#4CONT. TYP. #4 CONT. TYP Vj w
(3 TOTAL} .:a " L (3 TOTAL)
3" CLR. i~" r. 3" CLR.-^ I
TYP. 12 moi-^-2'� TYP_ 12 -1---1' �� W
* HIGH SIDE FG VARIES * HIGH SIDE FG VARIES
O �
8'-0" S UND WA �''-0" OR 8'-8" WALL ` 3
END -SECTION " MID-SEC115 g o 6
MATERIALS LEgfB LML
a
FTG. REINFORCEMENT
PER WALL DETAIL
#4 VERT. REBAR
(4 TOTAL)
(3) 14 REBAR 0
PILASTER
CMU BLOCK PER
WALL DETAIL
o
CONT. REBAR PER
Q.�
$3�
WALL DETAIL
I
---_ ---_
B
-- - -__
LS/PL-_-
LS/PL
w
vao
,oy
PILASTER
VERT. REBAR PER
WALL DETAIL
f-----4
I
BRICK
VENEER (SEE
I
m
1
MATERIALS LEGEND
#3 TIES
® 24" o.c.
I
x6"�16"9"FTG. BUMP OUT
BLOCK
NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED
BETWEEN FULL PILASTERS (SEE PLAN FOR STATIONS)
TYPICAL WALL PILASTER
0 M1D-BLOCK
STOCKDALE RANCH DRIVE
BLOCK:
6"X8"X16" SPLIT FACE
COLOR: SANDSTONE
MANUFACTURER: DESERT BLOCK CO.
** REPLACE WITH STANDARD PRECISION
BLOCK WHERE HIDDEN.
GROUT:
TBD BY OWNER/DEVELOPER
CAP:
4%8" PACIFIC CLAY BRICK
COLOR: MERLOT TUMBLED
BRICK VENEER:
4"x8" PACIFIC CLAY BRICK
COLOR: MERLOT TUMBLED
GROUT: TBD BY OWNER/DEVELOPER
RUNNINGBOND PATTERN
EAST BOUNDARY UNE
BLOCK:
6'X8"X16" CONCRETE STANDARD PRECISION BLOCK
COLOR: GREY
MANUFACTURER: DESERT BLOCK CO.
GROUT:
COLOR: GREY
CAP:
MORTAR CAP
COLOR: GREY
0*,d t�
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11
DATE 4/18/2018
a PA JOB No. 3012
SHEET
a
r
2
COB RECORDS No-.! OF 5 SHEETS
CONSTRUCTION NOTES
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT
SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA
UNLESS OTHERWISE NOTED.
STEP WALL TO OCCUR AT PILASTER..
PROPOSED BLOCK WALL
— - — PROPOSED CENTERLINE
---- PROPOSED RIGHT-OF-WAY
---------- PROPOSED EASEMENT LINE
0.g E�
B
-� 4 QrF
II
i
O
0
1
b
0
i3 N
o
FUTURE `
=FINISHED GROUND (STREET SIDE)
TRACT 7317
Cl ,
PHASE 3
QM ;
WALL FOOTING EASEME
TO BE DEDICATED 01
7317-3 FINAL MAP
it
B
11
II
i
O
0
1
b
0
i3 N
o
J
IJ
=FINISHED GROUND (STREET SIDE)
BC =
BEGIN CURVE
CTR
=CENTER
CL =
CENTERLINE
TOW
= TOP OF WALL
CONIC
= CONCRETE
RETG
= RETANING
CONST = CONSTRUCTION
MAX
= MAXIMUM
EC
END CURVE
MIN =MINIMUM
¢
b m bg W t0§� ¢
1
1362.....
358'
LEGEND
B
2
PC =
PROPERTY CORNER
FG =
FINISHED GROUND (LOT SIDE)
AP =ANGLE
POINT
FG**
=FINISHED GROUND (STREET SIDE)
BC =
BEGIN CURVE
CTR
=CENTER
CL =
CENTERLINE
TOW
= TOP OF WALL
CONIC
= CONCRETE
RETG
= RETANING
CONST = CONSTRUCTION
MAX
= MAXIMUM
EC
END CURVE
MIN =MINIMUM
¢
FTG =
FOOTING
CLR =
CLEAR
GB =
GRADE BREAK
WE =
WALL STATION
LS =
LANDSCAPE
PL INT
= PROPERTY LINE
R/W
= RIGHT OF WAY
� N �
INTERSECTION
TOF = TOP OF FOOTING
�zz`-_______
6.6 20 '
chvgN"s
(seeCp�Rf
S)
A
B
2
2
TANGENT
Cl 2058.00'
29.51
0'49'18"
14.76'
C2 2058.00'
U /a
15'18'17
U /
C3 2000.00'
b
19'2115
341.04'
FUTURE
ze_
TRACT 7317
iU
PHASE 5
1 I
C
C'1
V
o
Z r1
¢ n
z Z M
¢ m
Z
¢ e
¢
N
n
ry
v n
a
go;¢3rcozm o�
o
fn
(SEE SHEET 4)
66 65rpRopeR
\` ` `-` o1
IY
oww'wnrco On
Zd
ZN M
W W
n Z rc x O w U
a __
and-w>oy
O xOOZaO
�zz`-_______
6.6 20 '
chvgN"s
(seeCp�Rf
S)
A
B
2
2
ST
110LANDSCAPE
EASEMENT**
I
I I
I
NG x x
2' 118'
2:1 'MAX
�. -- 5
ST
34'
CURB & GUTTER
*1.5— —.
45' RIGHT-OF-WAY*
FL
34' 1 11'
6'
6" CURB & GU
*1 SY6-3�q,
ST PROPOSED
RW BLOCK WALL
13' MULTI -USE _ PER THESE
AREA DETAIL
NOT TO SCALE
PER TRACT 7317-STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS)
APPROVED 12-08-2017
TYPICAL CROSS—SECTION
KA1 STOCKDALE RANCH DRIVE
N NOT TO SCALE
*= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-1
FILED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN
THE OFFICE OF THE KERN COUNTY RECORDER.
**= EXISTING ADDITIONAL RIGHT-OF-WAY, LANDSCAPE EASEMENT AND
MULTI -USE TRAIL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED
OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE
OFFICE OF THE KERN COUNTY RECORDER
2' 2' 2' \
6 ,j
z%
I 3_I— —Z—I
t -T-- �
IT —
AREA DETAIL
NOT TO SCALE
SUNAPEE ***= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP.
DRIVE
(BY SEPARATE PLANS) \
e
CURVE TABLE
CURVE RADIUS
LENGTH
DELTA
TANGENT
Cl 2058.00'
29.51
0'49'18"
14.76'
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549.73'
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276.51'
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PA JOB No. 3012
SHEET
3R
OF 5 SHEETS
CONSTRUCTION NOTES
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT
SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA
UNLESS OTHERWISE NOTED.
STEP WALL TO OCCUR AT PILASTER.
PROPOSED BLOCK WALL
-- - ---- PROPOSED CENTERLINE
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STOCKDALE RANCH
DRIVE
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LS LANDSCAPE
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F`;
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PL INT - PROPERTY LINE
INTERSECTION
NAT_ A 1A WIDE TEMPORARY EASEMENT
FOR FUTURE WALL CONSTRUCTION SHAD_
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10
�CL WEST BELTWAY ALIGNMENT
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IIIM MI 111 INi
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COB RECORDS No.
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CONSTRUCTION NOTES
LEGEND
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TO BE DEDICATED ON FINAL
MAP 5, WIDE
REVISIONS
FRED W. PORTER
RCE 33448
1AA 2-k�
JIM M. SCHROETER
RCE 46185
3' LANDSCAPE LOT TO BE
DEDICATED ON FINAL MAP
BLOCK WALL
DATE
N3
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5'
20' -1 110
3' LANDSCAPE LOT TO BE
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