HomeMy WebLinkAbout1.7-6520t
h
h$O
n�
t �h1
= 357.46
in
lb h$ hh
19 lip + b h b b'� h 6 h h b� 3' v + h t -^
h `� hf° h h`O `o' b• hiZ, 6.0 hrO "'h h y� h
h h 5h 9 b� n%b' = 356.81
+ b n0 �1 hb hb. gb gb + b + c + h5 + hb" + hb' + + hb. + h + 5 <s h
'� Y S S ti' 5 N89'54'30 "E 1371.15' S S S
+ 357.32 A� o
• 357.57 EAST BERKSHIRE ROAD
= 355.66
= 355.63
TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
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WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ
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ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER
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RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE
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THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
CE
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COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
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STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE
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PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
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AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
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CONSTRUCTION HOURS.
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34' 11' 2'
= 357.93
357.54 = 357.67 357.63 357.93
357.82
357.22
357.56
357.30
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h�6357.02 d ' 357.03 '9 �.� 356.81
356.78
356.26
= 355.92 0.274%
.355.71
358.56= 357.29
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GENERAL NOTES:
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1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 CALIFORNIA BUILDING
57.75'
CODE AND STANDARDS PERTAINING THERETO.
,
DRIr VEWgY 1
40' CURB
DRIVEWAY
36' CURB - CURB STREETS
9'
ONE (1) VERTICAL.
3. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED
' 161 0�
of
AND BENCHED TO SUPPORT FILL.
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12.25' x 23' DEDICATION
-- - 4:1
GRADE STREET
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UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED
IBY
SEPARATE INSTRUMENT
TO A DEPTH OF SIX (6) INCHES.
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5. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX(6) INCHES
W EAST PANAMA LANE
EAST
BERKSHIRE
IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT
20'
18' 12'
BY APPROVED METHOD.
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j 5T08
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE
6. ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED FORTY -EIGHT (48) HOURS
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES),
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A "NOTICE OF INTENT' (N01) TO COMPLY WITH THE
2%
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= 357.46
in
lb h$ hh
19 lip + b h b b'� h 6 h h b� 3' v + h t -^
h `� hf° h h`O `o' b• hiZ, 6.0 hrO "'h h y� h
h h 5h 9 b� n%b' = 356.81
+ b n0 �1 hb hb. gb gb + b + c + h5 + hb" + hb' + + hb. + h + 5 <s h
'� Y S S ti' 5 N89'54'30 "E 1371.15' S S S
+ 357.32 A� o
• 357.57 EAST BERKSHIRE ROAD
= 355.66
= 355.63
16. IF DURING CONSTRUC11ON ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED
THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL
NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST.
17. 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 THE
RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE
OF A PERMIT.
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LEGAL DESCRIPTION:
60 0 30
GRAPHIC SCALE
( IN FEET )
1 inch = 60 fL
BEING A MERGER & REDIVLSION OF PARCELS 1, 2 AND 3 OF PARCEL MAP WAIVER
NO. 300, AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 13, 1981
IN BK 5418, PG. 915 O.R. SUBDIVISION ON PARCELS A, B, & C OF PARCEL MAP NO. 3913
BEING A DIVISION OF A PORTION OF THE S.B. 1/4 OF SECTION 29, T.30 S., R.28 E., M.D.M.,
IN THE CITY- OF BAKERSFIELD, KERN COUNTY, CALIFORNIA
240
I 1% MIN
1% MIN {!
TYPICAL
HOUSE SWALE TO
BACK SIDEWALK
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1% MIN
1% MIN
CONTAINING 67.60 ACRES, MORE OR LESS (45.20 NET) EXCLUSIVE OF SUMP & PARK
287 LOTS, 285 TOTAL BUILDABLE LOTS, 1 SUMP LOT/ 1 PARK LOT
GRADED AREA = 64.40 ACRES
BENCH MARK USED
OWNER/SUBDIVIDER-
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION
UNION /BERK La L.C. OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809
C/O LENOX HOMES
1502 MILL ROCK WAY, SUITE 200 ELEV. = 361.36
BAKERSFIELD, CA, 93311
(661) 665 -1262 BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
TYPICAL LOT
DETAIL
W
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PROPOSED PAD
1.2' MAX ? 7 EXIST GROUND
0.6 MAX I 2N
PROPOSED PAD
DEVELOPMENT ADJACENT TO
EXISTING UNDEVELOPED LAND
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HIGHER PAD
2.9' LOWER PAD
REAR AND SIDE YARD
OF NEW DEVELOPMENT
PROPERTY LINE TREATMENTS
NOTES:
ALL PADS SLOPE 0.5% MIN. TO STREET
PADS TO BE GRADED PARALLEL TO STREET ON
STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN
ALL CURB RETURN SLOPES TO BE 0.5% MIN
"TCH L - SEE SHEET 2
TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
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Lv
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ
Z Z
w
ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER
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J
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RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE
O U
LEI
> I
THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
CE
Q ,
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
I
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE
w
Z
3 d
U O U
z
(
PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
O I
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
o
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Z
CONSTRUCTION HOURS.
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34' 11' 2'
= I
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6.12
8'
I
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GENERAL NOTES:
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1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 CALIFORNIA BUILDING
57.75'
CODE AND STANDARDS PERTAINING THERETO.
NEW PAD
40' CURB
2. ALL CUT SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO
36' CURB - CURB STREETS
ONE (1) VERTICAL.
3. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED
of
AND BENCHED TO SUPPORT FILL.
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4. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER
-- - 4:1
GRADE STREET
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UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED
3
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TO A DEPTH OF SIX (6) INCHES.
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5. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX(6) INCHES
W EAST PANAMA LANE
EAST
BERKSHIRE
IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT
20'
18' 12'
BY APPROVED METHOD.
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5.12'
6. ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED FORTY -EIGHT (48) HOURS
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PRIOR TO PLACING OF ANY FILL MATERIAL.
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7. ALL FILL MATERIAL TO BE COMPACTED TO A MINIMUM OF NINETY (907.) PERCENT
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LOCAL STREET
GRADE STREET 0.4' BELOW
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MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD NO. 70 -1 AND SO
& 2' BEHIND FLOWUNE
CERTIFIED BY TESTS AND REPORTS FROM A SOILS ENGINEER.
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8. SURFACE DRAINAGE TO BE ONE (1 %) PERCENT MINIMUM, EXCEPT AS WAIVED BY
EAST BERKSHIRE
ROAD
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THE BUILDING OFFICIAL.
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9. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
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ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA BUILDING CODE.
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10. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY
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E-
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CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH
THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
11. ASPHALT CONCRETE SHALL BE TYPE 8-1/2" MAXIMUM PER SECTION 39 OF
THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL
PLACED IN. CONFORMANCE WITH SAID SECTION. WHERE AC ABUTS THE LIP OF
GUTTER, LEAVE THE AC 1/8" HIGHER THAN THE CONCRETE
HOSKING AVENUE
12. AGGREGATE BASE SHALL BE CLASS 2 PER SECTION 26 OF THE CURRENT
EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED
VICINITY
MAP
IN CONFORMANCE WITH SAID SECTION. 95% MINIMUM RELATIVE COMPACTION
IS REQUIRED.
N.T.S.
13. ALL CONCRETE SHALL BE CLASS B PER SECTION 90 OF THE CURRENT
EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED IN
CONFORMANCE WITH THAT SECTION. CURING COMPOUND SHALL BE USED
ON ALL CONCRETE SURFACES.
14. APPROXIMATE GRADING QUANTITIES: CUT 51,000 C.Y., FILL 35,000 C.Y.
QUANTITIES SHOWN HEREON ARE FOR PLAN CHECK PURPOSES ONLY.
NO OTHER SIGNIFICANCE IS IMPLIED OR INTENDED.
15. ALL GRADING TO CONFORM TO RECOMMENDATIONS OF SOILS REPORT
PREPARED FOR TRACT 6520 BY SOILS ENGINEERING INC. DATED 12 -01 -05
16. IF DURING CONSTRUC11ON ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED
THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL
NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST.
17. 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 THE
RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE
OF A PERMIT.
i
LEGAL DESCRIPTION:
60 0 30
GRAPHIC SCALE
( IN FEET )
1 inch = 60 fL
BEING A MERGER & REDIVLSION OF PARCELS 1, 2 AND 3 OF PARCEL MAP WAIVER
NO. 300, AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 13, 1981
IN BK 5418, PG. 915 O.R. SUBDIVISION ON PARCELS A, B, & C OF PARCEL MAP NO. 3913
BEING A DIVISION OF A PORTION OF THE S.B. 1/4 OF SECTION 29, T.30 S., R.28 E., M.D.M.,
IN THE CITY- OF BAKERSFIELD, KERN COUNTY, CALIFORNIA
240
I 1% MIN
1% MIN {!
TYPICAL
HOUSE SWALE TO
BACK SIDEWALK
z
1% MIN
1% MIN
CONTAINING 67.60 ACRES, MORE OR LESS (45.20 NET) EXCLUSIVE OF SUMP & PARK
287 LOTS, 285 TOTAL BUILDABLE LOTS, 1 SUMP LOT/ 1 PARK LOT
GRADED AREA = 64.40 ACRES
BENCH MARK USED
OWNER/SUBDIVIDER-
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION
UNION /BERK La L.C. OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809
C/O LENOX HOMES
1502 MILL ROCK WAY, SUITE 200 ELEV. = 361.36
BAKERSFIELD, CA, 93311
(661) 665 -1262 BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
TYPICAL LOT
DETAIL
W
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J
F
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o!
a 2,
PROPOSED PAD
1.2' MAX ? 7 EXIST GROUND
0.6 MAX I 2N
PROPOSED PAD
DEVELOPMENT ADJACENT TO
EXISTING UNDEVELOPED LAND
W
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w
w
a
O
cr
o_ 2.
HIGHER PAD
2.9' LOWER PAD
REAR AND SIDE YARD
OF NEW DEVELOPMENT
PROPERTY LINE TREATMENTS
NOTES:
ALL PADS SLOPE 0.5% MIN. TO STREET
PADS TO BE GRADED PARALLEL TO STREET ON
STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN
ALL CURB RETURN SLOPES TO BE 0.5% MIN
"TCH L - SEE SHEET 2
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34' 11' 2'
6.12
8'
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NEW PAD
40' CURB
- CURB STREETS
36' CURB - CURB STREETS
MAX
of
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- - -
-- - 4:1
GRADE STREET
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3
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0.6' BELOW
& 2' BEHIND FLOWUNE
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EAST
BERKSHIRE
10'
20'
18' 12'
5.12'
5.12'
2%
2%
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A15-
LOCAL STREET
GRADE STREET 0.4' BELOW
& 2' BEHIND FLOWUNE
Pv%r% A r%llk fi&�% d A & I
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0'
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10' 20' 12'
5.12'
I I I 2% I 2%
GRADE STREET 0.4' BELOW( P A R T WI D TH S TR E E T
& 2' BEHIND FLOWUNE
ESS/
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Ems. 6730707
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