HomeMy WebLinkAbout1.4-7264 PH 1 & 2 Record DrawingGENERAL 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 Krazan &
Associates Soils Report KA No. 022-15111, Dated 10-26-15.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 60.
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 Well Grouting:
1Class "B" Concrete, 2500 PSI ® 28 Days.
i. 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. Reinforcing Materials: ASTM A615, Grade 60
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 ® 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.
NOTES
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 (661) 326-3049
PARKS DEPARTMENT. (661) 326-3117
GENERAL NOTES
1. BLOCK TYPE: MORTARED CONCRETE BLOCK (SPLIT FACE)
SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16"
COLOR: NATURAL GREY
PATTERN: RUNNING BOND
CAP: 8"x 2"x 16" STANDARD CONCRETE BLOCK CAP
COLOR: NATURAL GREY
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW 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 LISTED IN NOTE 1.
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" 1-1/8". 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. BLOCKS 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
NO 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 BY THE PUBLIC WORKS DIRECTOR 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
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
18. BLOCKWALL STYLE SHALL MATCH TRACT TO THE SOUTH.
19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS
PRIOR TO CONSTRUCTION. (1-800-612-2444)
20. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
21. ANY ITEMS IN RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING
AS PER CITY ENGINEER.
22. MAXIMUM SLOPE RATIO FROM 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.
36 31 31
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WALL DETA[LON I a
THIS $HEFT- I e
--
j ---- ----.__
CauNTv-"1_--
O DENOTES SHEET NUMBER
KEY MAP
SCALE: 1"=200'
g5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOUO ALL CAVITIES
6'x 8'x 16" CONCRETE BLOCK
W5 CONT. IN BOND BEAM -
(AT MID HEIGHT)
STREET SIDE 1
LANDSCAPE
VARIES (e"
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO -
PLACE FOOTING RE -BAR
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
' WALL CONSTRUCTION PLANS iZ
51DE I VESTING TENT. TR. 7264 u"
`L" BAR AT 32' O.G
NTERED IN WALL)
MIN LAP SPLICE)
LANT TO BE APPUEO
WALL CONTRACTOR
O'-8" To 1'-4"
2 O 32' O.C.
EA. y5 BAR O W O.G
WALL SECTION 1
N.T.S.
A5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
/5 CONT. IN BOND BEAM
(AT MID HEIGHT)
6"x 8"x 16' CONCRETE BLOCK .
STREET SIDE 1/
8"x 8"x 16' CONCRETE BLOCK
T 2
VARIES LANDSC(6E GRE-{ 1'
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO -
PLACE FOOTING RE -BAR
TO BE APPLIED
CONTRACTOR
�- LOT SIDE -�
-W4 -L" BAR AT 32- O.C.
(CE)ITERED IN WALL)
(20" MIN LAP SPUCE)
2'-0" TO. 2'-E" -_
"C BAR AT 32" O.C.
XTENO TO 20" ABOVE
iP OF FOOTING)
BAR O 32' O.C.
-2 EA. W5 BAR O 14" O.0
WALL SECTION 2
N.T.S.
*MAX SPACING ON BOND BEAM
REINFORCEMENT IS 48" O.C.
n
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t
3
0
B"X8"X16"
SPUT FACE SUMMIT BRICK "SHEFFIELD 667'
BLOCK CORED AND SOLID
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE
TELEPHONE 326-3049. NO CITY INSPECTIONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY
IS TO BE PRIVATELY MAINTAINED
3. 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.
W5 CONT. IN BOND BEAM
(1Y FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
Q5 CONT. IN BOND BEAM
(AT MID HEIGHT)
6"x 8"x 16" CONCRETE BLOCK'
STREET SIDE v
6"x 8"x 16" CONCRETE BLOCK -
2R
LANDSCAPE GRADE 20"
VARIES (6' MIN) 'IjTf
I
Snow
Creek
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 DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTED PLANS
WILL BE SUBMITTED TO THE CITY ENGINEER.
APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322
l6
DATE
IL
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
1 PUBLIC WORKS DEPARTMENT.
TO BE APPLIED
CONTRACTOR
�- LOT SIDE -�
'L' BAR AT 16" O.C.
NTERED IN WALL)
MIN LAP SPLICE)
p4 "L" BAR AT 16' O.C. N
(EXTEND TO 20" ABOVE
TOP OF FOOTING)
BAR 3Y
-"--t-3 EA.. @5 BAR
O 14" O.C.
WALL SECTION 3
N.T.S.
*MAX SPACING ON BOND BEAM
REINFORCEMENT IS 48" O.C.
VARIES
BLACK INLAID DIE AND POWDER COATED
STEEL WITH MINIMUM THICKNESS OF 316"
SOLD THROUGHOUT. SIC! TO MATCH -SPECIALTY WALL - FRONT ELEVATION
DEMIOPMENT AT SE CORNER KF SNOW
ROAD AND QUAIL CREEK ROAD. SCALE: N.T.S.
a)¢ WAIS, AQGr-IAG& i'S Y 1 FC9 1f4FP "n0?JAL FU
0144-? WAtL SIOAIS. REAUIPPE ArN TF. IT F OgoM
ELDORADO CLEARWATER
RUSTIC LEDGE FLAT
NOTE:
REFER TO WALL PLANS FOR DIMENSIONS
CORNER WALL FACADE, PILASTERS, AND
SIGNAGE TO MATCH DEVELOPMENT AT
SOUTHEAST CORNER OF SNOW ROAD AND
WAIL CREEK ROAD.
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
TRAFFIC ENGINEER DATE
b
BASIS OF BEARINGS:
THE BEARING OF N 00'49'33" E SHOWN FOR
THE EAST LINE OF THE SOUTHEAST QUARTER
OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S.
FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS
USED AS THE BASIS OF BEARINGS SHOWN
HEREON.
BENCHMARK USED:
K.C.M. B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30
FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST
END OF THE SOUTHWEST CURB RETURN AT QUAIL
FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS
CREEK/SNOW ROAD
ELEVATION = 403.02'
(PER 2003 COUNTY DATUM) Qp,OFESSfpA,
(USGS NAVD 88 DATUM) AN E F y
INDEX OFT n S' HEETS: No 6�462D 9
SHEET 11 Exp. IO�1A+
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1. TITLE SHEET �Tq OFCAUEOP�\P
2. QUAIL CREEK ROAD 0 y Gf$.0
STA. 10+00.00 C.L. TO STA. 22+00.00 C.L.
3. QUAIL CREEK ROAD vLJ IT 11, D J0-1
STA. 22+00.00 C.L. TO STA. 36+40.63 C.L.
4. EICHART ROAD AND SNOW ROAD._
OWNER & SUBDIVIDER: LIST OF MATERIALS:
LANDSTONE COMPANIES, LLC BLOCK WALL LF 3612
4927 CALLOWAY DRIVE. SUITE 101
BAKERSFIELD, CA 93312
(661) 679-6780
GEOTECHNICAL ENGINEER:
KRAZAN & ASSOCIATES, INC.
2205 COY AVENUE ,
BAKERSFIELD, CA 93307
CONTACT PERSON - DAVID R. JAROSZ
(661) 837-9200 •
CIVIL ENGINEER:
MCINTOSH & ASSOCIATES Know what's below.
2001 WHEELAN COURT
BAKERSFIELD, CA 93309 Call before you dig.
(661) 834-4814
of I EXISTING TRACT No. 5964 ; y�
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SNOW ROAD � ROVERTON COURT KENNACK STREET
SHEET 4
UNE TABLE
LINE
BEARING
DISTANCE
Li
N 44'01'54° W
44.00'
L2
N 45'49'29" E
36.10
L3
N 4470'31" W
3&20'
L4
N 05'2296" E
1&55'
QUAIL CREEK ROAD
STA. 10+00.00 C.L. TO 22+00.00 C.L.
SCALE: 1” = 50' HORIZONTAL
1" = 5' VERTICAL
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LEGEND:
A@QQY17ONS
FL
FLOWLINE LS
LANDSCAPING ELEV.
Ck
CENTERLINE GB
GRADE BREAK
ELEV.
ELEVATION FG
FINISH GROUND
STA.
STATION PI
POINT OF INTERSECTION
LF
LINEAR FEET TC
TOP OF CURB
BC
BEGIN CURVE TP
TOP OF PAVEMENT
EC
END CURVE FC
FINISH CONCRETE
P/L
PROPERTY LINE R/W
RIGHT-OF-WAY
EP.
EDGE OF PAVEMENT A.P.
ANGLE POINT
Q
SURVEY MONUMENT
Z I
@
EXISTING SURVEY MONUMENT
CITY
6'
a J
STREET SIGN - REFER TO STREET
PLANS
+
METRO STREET SIGN - REFER TO STREET PLANS
'�-
STREET LIGHT (5800 LUMEN)
- REFER TO STREET PLANS
C(
BLOC
STREET LIGHT (9500 LUMEN)
- REFER TO STREET PLANS
e
3 oJ�
EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS
LEGEND (CONT.)
R1-1 TRAFFIC SIGNS - REFER TO STREET PLANS
JI_
RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS
CONSTRUCT 6' BLOCK WALL
------ — TRACT BOUNDARY
PHASE BOUNDARY
— — — — — - MATCH LINE
- - - CENTERLINE
EXISTING EDGE OF PAVEMENT
------ - LINE OF SIGHT
SECTION LETTER
_ SECTION DESIGNATION
SHEET *70E'
0 Ej�A)
SECTION IS SHOO
(SEE SHEET i)
LANDSCAPE LOT
EX. R/W45'-61'
45'-49
O
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R/W
�
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VARIES
34'-4e
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34'-38'
11'
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E2
A.C.
EX. CURB &
WTIER/ PAVEMENT
SIDEWALK
N
o
QUAIL CREEK ROAD
STA 10+93.70 TO 20+66.83
SCALE: i" = 10' (HORIZ) 2
POINT
420
418
416
414
412
410
408
406
404
402
400
398
396
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DROMANA COURT CASELLA STREET > > Jr \ U L:p
®� QUAIL CREEK ROAD
STA. 22+00.00 C.L. TO STA. 36+40.63 C.L.
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
rr;
TRACT No. 6419
r FUTURE CONSTRUCTION
------------------------------------
------------------------
ALBION COURT
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 45'49'29' E
36.09'
L2
N 441031' W
38.20'
L3
N 45'5YST E
20.94'
L4
N 0418'35 E
24.30'
1 F
Y nOTN1Y C
9015
LATERA COURT f I ^, r
I
gel
ETCHART ROAD
SEE SHEET 4
z1
R/W 45.
45'
LANDSCAPE LOT
420
418
416
414
412
410
408
406
404
402
400
398
396
1 I I /UNILEGEND: LEGEND (CONT. ABBREVIATIONS R1-1TRAFHC SIGNS - REFER TO STREET PLANSFL FLOWUNE LS LANDSCAPING ELEV 1 VARIES V-2.1' 1 CITY MAINTAINED q CENTERUNE GS GRADE BREAK RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS I i 6' CONCRETEELEV. ELEVATION FG FINISH gT01/ND CONSTRUCT 6' BLOIX WALL 1' I� 6' 7 BLOCK WALL
STA. STATION PI POINT OF INTERSECTION ( �1 �l9i I OG Or-"
LF LINEAR FEET TC TOP OF CURB ---- - a S W 2' WALL FLUTING
TRACT BOUNDARY I i '�
BC BEGIN CURVE7P TOP OF PAVEMENT i m 3 m EASEMENT/HINGE POINT UN R J 17- 00
EC END CURVE FC FINISH CONCRETE PHASE BOUNDARY
PA PROPERTY LINE R/W RIGHT-OF-WAY - — — — — — MATCH LINE � 10 VARIES
E.P. EDGE OF PAVEMENT A.P. ANGLE PONT �I 2%-2.5% 2 * PELAEDV.
,
SURVEY MONUMENT _ _ CENTERUNE
,
.�., .i
_.d - dc
c_ -. _ _. ___
._ EXISTING EDGE OF PAVEMENT T\VI/
* ZO% MIN. TO 4:1 MAX
OO EXISTING SURVEY MONUMENT - - - _ - - - - - - UNE OF SIGHT EX.A.G. !
+STREET SION - REFER TO STREET PLANS gCnpy lETiEp EX. CURB & GUTTER/
-App���\ SIDEWALK
METRO STREET SIGN -REFER TO STREET PLANS � _ _ � _ _ SECTION DESIGNATION • O
STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS SHEET M1ERE 2
SECRON I6 s10NN QUAIL CREEK ROAD
a STREET UGHT (9500 LUMEN) - REFER TO STREET PLANS STA 21+66.83 TO 35+76.36
EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SCALE: 1" = 10' (HORIZ) 3 Know what's below.
Call before you dig.
EXISTING R/W PER SALES
MAP OF LANDS OF KERN
COUNTY
COUNTY LAND OF
PROPOSED EP./TRACT BOUNDARY
g06.10 FS29 FS 51 FS FS CL ETCHART ROAD
,1 42 406. 4�. 406.81 407 gO g �'s f� �
45 11+00 gp6.113 12+00 3+00 I
+ -cam-+- - - --I-- - - - i-- - - - 6+DD --
_ _ w bD1� 14+00 1 iS+DD
- -- 4116. i FS 11 FS AOa D1 ELAO
--._-ADT' F._<- FL 56
1 I 405'80 FL '16.3-0
M 1
u
U
424
422
420
418
416
414
412
410
408
406
404
402
400
398
10-
-
-r -- -
1407.15 LS
i-
407-53 LS
LS
`
V�6°
-
q7- UNE LS
__- T
- ;-c1 40
__ -_ _
a}
SCALE: 1' =
10' (HORIZ)
LEGEND (CONT.):
RI -I
1
40191
ROAD
40&29
� )STA
10+00.00
TO 16+61.51
4
SCALE: 1' =
10' (HORIZ)
STA.
10+00.00 C.L.
TO STA. 16+61.56 C.L.
TRACT BOUNDARY
NB8'SB3PW 597.92
ABBREVIATIONS
-.. .. •:
PHASE BOUNDARY
FL
�____
LANDSCAPING ELEV.
MATCH LINE
CUNTERUNE GB
GRADE BREAK
li
ELEV.
�
30' BUMIIG SETBACK c•,
EXISTING EDGE OF PAVEMENT
SCALE: 1" = 50'
HORIZONTAL
POINT OF INTERSECTION
------ -
LF
LINEAR FEET TC
TOP OF CURB
I � ry
I FROM q7- UNE
BEGIN CURVE TP
TOP OF PAVEMENT
-
�
END CURVE FC
FINISH CONCRETE
SHEET WHERE 2
P/L
ol
RIGHT-OF-WAY
S TKW IS SIOWN
AL
EDGE OF PAVEMENT A.P.
ANGLE POINT
1
SURVEY MONUMENT
m
.�,
EXISTING SURVEY MONUMENT
m
1
STREET SIGN - REFER TO STREET
PLANS
+
METRO STREET SIGN - REFER TO STREET PLANS
-�-
STREET LIGHT (5800 LUMEN)
STT
-e--
STREET LIGHT (9500 LUMEN)
- REFER TO STREET PLANS
¢J
tiJ4
i. 1d
2
3
4
5
6 7
I
o3
1 mmm
+ +
1 I f0 °s'+o
mEn
Z
0.
N
(SEE SHEET 1)
PRCO
114'-130' OF
LANDSCAPE EASEMENT 70 B/W FL
THE CITY OF BAKERSFl W/ FINAL MAP 3, 5' 6' 34'
VARIES I I
2-1 016.5' tI I
I I
I I
I I
1 i
2� 20% I I 1.5% MIN. 11.5% MIN. i
ZI%� -- 2.0% 3.4% MAX. T I3.4%MAX. I O. GROUND
PAD ELEV ---"
u
WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER
of, -Of 40
11
ROAD
O16.5'
BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R.
(�:) STA
ETCHART ROAD
FG
(TO BE RELOCATED).
a}
SCALE: 1' =
10' (HORIZ)
LEGEND (CONT.):
RI -I
1
ETCHART
ROAD
I
� )STA
10+00.00
TO 16+61.51
4
SCALE: 1' =
10' (HORIZ)
STA.
10+00.00 C.L.
TO STA. 16+61.56 C.L.
TRACT BOUNDARY
CITY REC RDS NO:
ABBREVIATIONS
-.. .. •:
PHASE BOUNDARY
FL
FLOWUNE LS
LANDSCAPING ELEV.
MATCH LINE
rt
CUNTERUNE GB
GRADE BREAK
li
ELEV.
ELEVATION FG
FINISH GROUND
EXISTING EDGE OF PAVEMENT
SCALE: 1" = 50'
HORIZONTAL
POINT OF INTERSECTION
------ -
LF
LINEAR FEET TC
TOP OF CURB
SECTION IEi7ER
L.----
BC
BEGIN CURVE TP
TOP OF PAVEMENT
-
EC
END CURVE FC
FINISH CONCRETE
SHEET WHERE 2
P/L
PROPERTY LINE R/W
RIGHT-OF-WAY
S TKW IS SIOWN
AL
EDGE OF PAVEMENT A.P.
ANGLE POINT
SURVEY MONUMENT
.�,
EXISTING SURVEY MONUMENT
m
1
STREET SIGN - REFER TO STREET
PLANS
+
METRO STREET SIGN - REFER TO STREET PLANS
-�-
STREET LIGHT (5800 LUMEN)
STT
-e--
STREET LIGHT (9500 LUMEN)
- REFER TO STREET PLANS
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mEn
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597.92
ILF
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wau_ 9Fr.TroN 1
(SEE SHEET 1)
PRCO
114'-130' OF
LANDSCAPE EASEMENT 70 B/W FL
THE CITY OF BAKERSFl W/ FINAL MAP 3, 5' 6' 34'
VARIES I I
2-1 016.5' tI I
I I
I I
I I
1 i
2� 20% I I 1.5% MIN. 11.5% MIN. i
ZI%� -- 2.0% 3.4% MAX. T I3.4%MAX. I O. GROUND
PAD ELEV ---"
u
WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER
of, -Of 40
11
ROAD
O16.5'
BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R.
(�:) STA
10+67.58
FG
(TO BE RELOCATED).
a}
SCALE: 1' =
10' (HORIZ)
LEGEND (CONT.):
RI -I
1
ETCHART
ROAD
I
� )STA
10+00.00
TO 16+61.51
4
SCALE: 1' =
10' (HORIZ)
u
LEGEND:
TRACT BOUNDARY
CITY REC RDS NO:
ABBREVIATIONS
-.. .. •:
PHASE BOUNDARY
FL
FLOWUNE LS
LANDSCAPING ELEV.
MATCH LINE
rt
CUNTERUNE GB
GRADE BREAK
li
ELEV.
ELEVATION FG
FINISH GROUND
EXISTING EDGE OF PAVEMENT
STA.
STATION PI
POINT OF INTERSECTION
------ -
LF
LINEAR FEET TC
TOP OF CURB
SECTION IEi7ER
L.----
BC
BEGIN CURVE TP
TOP OF PAVEMENT
-
EC
END CURVE FC
FINISH CONCRETE
SHEET WHERE 2
P/L
PROPERTY LINE R/W
RIGHT-OF-WAY
S TKW IS SIOWN
EP.
EDGE OF PAVEMENT A.P.
ANGLE POINT
SURVEY MONUMENT
.�,
EXISTING SURVEY MONUMENT
m
+
STREET SIGN - REFER TO STREET
PLANS
+
METRO STREET SIGN - REFER TO STREET PLANS
-�-
STREET LIGHT (5800 LUMEN)
- REFER TO STREET PLANS
-e--
STREET LIGHT (9500 LUMEN)
- REFER TO STREET PLANS
EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS
BLOCK WALL
7 WALL FOOTING
EASEMENT/HINGE POINT
i
LOT VARIES
I
I R'
424
422
420
418
416
414
412
410
408
406
404
402
400
398
I
;'P I ISI
of, -Of 40
11
ROAD
m� I
(�:) STA
10+67.58
FG
a}
SCALE: 1' =
10' (HORIZ)
LEGEND (CONT.):
RI -I
1
TRAFFIC SIGNS - REFER TO STREET PLANS
I
L
RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS
V
dI
u
----------
TRACT BOUNDARY
CITY REC RDS NO:
0
-.. .. •:
PHASE BOUNDARY
1 NF
M
------
MATCH LINE
jv
QII
_ _ -
li
$
oOfa
-
EXISTING EDGE OF PAVEMENT
------ -
LINE OF SIGHT
Z 0 I
J
SECTION IEi7ER
L.----
a
U
-
SECDON DESIGNATION
- I
24' DRAIN"
DRAIN\
I'.
r
® IPoB7dI 390.00 B7Fl��B'M r
I' X20' SEWER EASEMENT
i
> � TO N.O.R.SD
IOD
SUMP LOT "A' W
^+`e
t 1404.89 FG
II
I
1 •b1'2A FL C J o 3 i I ci o I F
4p1.18f!1!! rI JSm u
II�_oo t -m "m'�T 4�3n'rti o _ W
:. QnM miM 8 0 _ �.
+ gm
3-� m�� z
1 }'� �F6 NN o¢a `add V V� m 4 "
mY'y, � 2hti Wmm QVIm� \ � mN Z Z `Or 'b
LL
i '•& f0
_
40'S0bg25_�
N8731'44'W 404.60 FG 268.08' \i 406.23 FC'
-N-69 .9E`FG
H 94.5 404.07(5 110.41' 404.52 FG N
404.92 FG I, '411 � 30 fG
18° DRAIN Ra404571.7-
12' SEWER "s 24' DRAIN i 40'� 12 sEWER --- CITY PROPo R/w LINE of
BOUNTY - - - -
I EXISTING EP. EXISTNG R/W 40AgT Ap 4 -+-- - 40467 Fp ---�1 -------�--
1,;9 --------
�- 1212+W
13+-00 14+00 15+-0061+00-- -{---
1If TRACT BOUNDARY/
INTERSECDON ¢,SNOW ROAD 0 t
STA. 10+00.00 C.L. SNOW ROAD =
I STA 10+00.00 C.L. QUAIL CREEK ROAD
MONUMENT DESCRIPTION:
Q N. 1/4 COR. SEC. 8, T.29S., R.27E., M.D.M.
PER FILED MAP 7-1, FOUND KCS CONIC MON.
IN LH DOWN 20'
®FOUND 6' CONIC MON. IN LH DOWN 12'
SNOW ROAD
STA. 10+00.00 C.L. TO STA. 16+62.92 C.L.
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
EX.
162'-70' R/V
VARIES
154 _64
(SEE SHEET 1)
(SEE SHEET 1)
1
(SEE SHEET 1)
VARIES
o"N I t7-8'
EX A.C. I 2' WALL FOOTING
PAVEMENT EASEMENT/HINGE POINT
PAD BEV. 1
MEDIAN
EASEMENT LEGEND
OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909,
M. BK. 48, PG. 22
O15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE
EASEMENT PER DOC. No. 0201118720 O.R.
O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED
3 TO CITY OF BAKERSFIELD WITH FINAL MAP.
O20' WADE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT
No. 0201089312 O.R.
O16.5' WADE CHEVRON PIPELINE 00. PIPELINE EASEMENT PER
BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R.
(TO BE RELOCATED).
O10' WIDE STANDARD OIL 00. OF CALIF. PIPELINE LICENSE
AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION VATHIN
THE PROJECT TO BE REMOVED).
O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY
COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R.
8 30' WADE PUBLIC HIGHWAY EASEMENT PER SALES MAP
OF LANDS OF KERN COUNTY LAND 00. FILED MAY 2, 1894
O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED
TO CITY OF BAKERSFIELD WITH FINAL MAP.
<0>20' WIDE SEWER EASEMENT TO BE DEDICATED
TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR
TO SEWER PLAN APPROVAL
(SEE SHEET 1)
EX.
D Au
MIN, F}-
11- U
SNOW ROAD
f E STA 13+90.00 TO 16+63.09
4 SCALE: 1- = 10' (HORIZ)
Exp, *4�41
414
412
410
408
406
404
402
400
398
396
J 13
Z
VAR �-i
VARIES VARIESVARIES I -i I 1
I�
IX A.C. J MEDIAN CURB -
PAVEMENT
IS
of, -Of 40
SNOW
ROAD
N
(�:) STA
10+67.58
TO 13+90.00
a}
SCALE: 1' =
10' (HORIZ)
LEGEND (CONT.):
RI -I
1
TRAFFIC SIGNS - REFER TO STREET PLANS
L
RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS
V
CONSTRUCT 6' BLOCK WALL
..r
_
----------
TRACT BOUNDARY
CITY REC RDS NO:
0
-.. .. •:
PHASE BOUNDARY
M
------
MATCH LINE
(O
0a a
_ _ -
CENTERLINE
e
oOfa
-
EXISTING EDGE OF PAVEMENT
------ -
LINE OF SIGHT
Z 0 I
J
SECTION IEi7ER
L.----
a
U
-
SECDON DESIGNATION
W
SHEET WHERE 2
S TKW IS SIOWN
W cD
-
(SEE SHEET 1)
(SEE SHEET 1)
1
(SEE SHEET 1)
VARIES
o"N I t7-8'
EX A.C. I 2' WALL FOOTING
PAVEMENT EASEMENT/HINGE POINT
PAD BEV. 1
MEDIAN
EASEMENT LEGEND
OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909,
M. BK. 48, PG. 22
O15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE
EASEMENT PER DOC. No. 0201118720 O.R.
O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED
3 TO CITY OF BAKERSFIELD WITH FINAL MAP.
O20' WADE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT
No. 0201089312 O.R.
O16.5' WADE CHEVRON PIPELINE 00. PIPELINE EASEMENT PER
BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R.
(TO BE RELOCATED).
O10' WIDE STANDARD OIL 00. OF CALIF. PIPELINE LICENSE
AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION VATHIN
THE PROJECT TO BE REMOVED).
O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY
COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R.
8 30' WADE PUBLIC HIGHWAY EASEMENT PER SALES MAP
OF LANDS OF KERN COUNTY LAND 00. FILED MAY 2, 1894
O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED
TO CITY OF BAKERSFIELD WITH FINAL MAP.
<0>20' WIDE SEWER EASEMENT TO BE DEDICATED
TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR
TO SEWER PLAN APPROVAL
(SEE SHEET 1)
EX.
D Au
MIN, F}-
11- U
SNOW ROAD
f E STA 13+90.00 TO 16+63.09
4 SCALE: 1- = 10' (HORIZ)
Exp, *4�41
414
412
410
408
406
404
402
400
398
396
J 13
Z
VAR �-i
VARIES VARIESVARIES I -i I 1
I�
IX A.C. J MEDIAN CURB -
PAVEMENT
IS
of, -Of 40
6811 before you dig.
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