HomeMy WebLinkAbout6.9-201M
L.
TOOL EDGE 4" CONC.
SMOOTH TROWEL R -V2" WHERE
CONCRETE FINISH 5 OCCURS
00
4" CONC. .:
M
N
` I
I I I-
12" SUBGRADE COMPACTED TO 95%
NOTE:
CLASS "B" CONC. (5 SACK) EXPANSION
JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15'
�°► 6" CURB NTS
EXPANSION JOINT
AT SIDEWALKS 6" AC IS 1/4" BELOW
TOP OF CURB
CONCRETE WALK
WHERE OCCURS 2.4" AC PAVING
FINISH GRADEj_
4" AGG. BASE
TOOL
DIE " ao
x
I--III-III
-'I��III II
=III -111`111 II
1�111�111 111
12" SUBGRADE COMPACTED TO 95%
NOTE:
CLASS B CONCRETE (5 SAGK)-
PROVIDE WEAKENED PLANE CONTROLL JOINT@ 10'-0"
ox. & ® START / FINISH OF ALL RADIUS / WALKS /
DIRECTION CHANGES.
B FLUSH CURB 1"
CITY
OWN EFF,
RAM O V -141 ARTI N EZ
SITE A v'oflla-AGE:
0.15 A(M t nl;111
D I STU Rx`11, D ACREAGE:
0.10 A(.`:� I.�`r,I°;:S
BENCFJU41,AK
XXX -XX ASSUIVE O' t::L.c VATION AT TOP
OF CURB AT OROPERTY UNE
LEGAL .r,"T E .SCRI PTION
APN: (,11 ""1-350-11-9
SPR N0.
13-0354)
,CONNECT TO SEWER ,
SITE
building DePM1941tint t Date "
KEY'
❑ PROVIDE SEPTIC SYSTEM
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
PER GOVERNING AGENCY
FL - FLOW LINE
N
M
L.
TOOL EDGE 4" CONC.
SMOOTH TROWEL R -V2" WHERE
CONCRETE FINISH 5 OCCURS
00
4" CONC. .:
M
N
` I
I I I-
12" SUBGRADE COMPACTED TO 95%
NOTE:
CLASS "B" CONC. (5 SACK) EXPANSION
JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15'
�°► 6" CURB NTS
EXPANSION JOINT
AT SIDEWALKS 6" AC IS 1/4" BELOW
TOP OF CURB
CONCRETE WALK
WHERE OCCURS 2.4" AC PAVING
FINISH GRADEj_
4" AGG. BASE
TOOL
DIE " ao
x
I--III-III
-'I��III II
=III -111`111 II
1�111�111 111
12" SUBGRADE COMPACTED TO 95%
NOTE:
CLASS B CONCRETE (5 SAGK)-
PROVIDE WEAKENED PLANE CONTROLL JOINT@ 10'-0"
ox. & ® START / FINISH OF ALL RADIUS / WALKS /
DIRECTION CHANGES.
B FLUSH CURB 1"
CITY
OWN EFF,
RAM O V -141 ARTI N EZ
SITE A v'oflla-AGE:
0.15 A(M t nl;111
D I STU Rx`11, D ACREAGE:
0.10 A(.`:� I.�`r,I°;:S
BENCFJU41,AK
XXX -XX ASSUIVE O' t::L.c VATION AT TOP
OF CURB AT OROPERTY UNE
LEGAL .r,"T E .SCRI PTION
APN: (,11 ""1-350-11-9
SPR N0.
13-0354)
,CONNECT TO SEWER ,
SITE
building DePM1941tint t Date "
KEY'
❑ PROVIDE SEPTIC SYSTEM
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
PER GOVERNING AGENCY
FL - FLOW LINE
STDS VERIFY SOIL TYPE
- CENTER LINE
STREET RIGHT OF WAY. UNLESS SECURED BY A
- PROPERTY LINE
SUBDIVISION AGREEMENT, SECURITY BASED ON AN
CF - CURB FACE
PROVIDE BLDG
TC - TOP OF CURB
PAD ADEQUATELY
TOC - TOP OF CONCRETE
PREPARED FOR
FC - FINISH CONCRETE
ITS INTENDED USE
TP - FINISH PAVING
TOG - TOP OF GRATE
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND
TOD - TOP OF DRAIN
GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
TOP - TOP OF PAVEMENT
SHEET INDEX:
EOP - EDGE OF PAVEMENT
BOS - BOTTOM OF SUMP
- ---- - --- - `
TOS - TOP OF SUMP
C-1: TITLE SHEET
MTCH - MATCH EX. GRADE
A-1: SITE PLAN
BOW - BACK OF SIDEWALK
C-2: GRADING PLAN
FG - FINAL GRADE
C-3: CROSS SECTIONS
EG - EXISTING GRADE
C-4: EROSION CONTROL PLAN
DA - DRIVE APPROACH
C-5: SOILS REPORT
SWL - SWALE
G.B. - GRADE
BMP -1: BMP NOTES
WATER
HWL - HIGH WAATER LEVEL
BMP-2: BMP NOTES
INV. - INVERT
Q- LANDSCAPING
PROPERTY LINE
CENTER LINE
FENCE LINE
E LD I
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY
T CALL
BEFORE YOU
DIG
1-800-642-2444
NORTH AREA
1-800-422-4133
SOUTH AREA
UNDERGROUND SERVICE
ALERT (USA)
DISCLAIMER NOTE
Q SITE
LAKE ST.
VICINITY MAP
S('AI F- NTS
1
The GRADING PLAN as shown on this drawing is hereby approved,
subject to any indicated corrections or additions. Approval by the Public
Works Department and Building Department indicates approval only
as to design criteria used and conformance to City Standards, Codes
and Ordinances. Engineer for the subdivider or developer shall be
responsible for accuracy of calculations for this plan and shall submit
a certified "as -graded" plan after completion of the grading.
APPROVED B
,CONNECT TO SEWER PROVIDE BLDG
PAD ADEQUATELY
❑ PROVIDE SEPTIC SYSTEM PREPARED ' FOR
ALL
SITE
building DePM1941tint t Date "
UTILITY LOCATIONS SHOWN. HEREON ARE APPROXIMATE
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR
TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL
ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
STREET RIGHT OF WAY. UNLESS SECURED BY A
TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS
SUBDIVISION AGREEMENT, SECURITY BASED ON AN
MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON.
APPROVED ENGINEER'S ESTIMATE FOR THE WORK
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER
REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A
LOCATION.
PERMIT.
,FURTHERMORE, IN THE EVENT A PREVIOUSLY
UNDOCUMENTED OIL/GAS WELL IS UNCOVERED OR
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND
DISCOVERED ON THE PROJECT, THE DEVELOPER IS,
GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
RESPONSIBLE TO CONTACT THE DEPARTMENT OF
ACROSS THE SIDEWALK FOR ANY AREAS OVER 27.
CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL
RESOURCES (DOGGR). THE DEVELOPER IS RESPONSIBLE
- ---- - --- - `
FOR ANY REMEDIAL OPERATIONS ON THE WELL REQUIRED
BY DOGGR. THE DEVELOPER SHALL ALSO BE SUBJECT TO
" -
PROVISIONS OF BMC SECTION 15.66080 (B).
,CONNECT TO SEWER PROVIDE BLDG
PAD ADEQUATELY
❑ PROVIDE SEPTIC SYSTEM PREPARED ' FOR
ALL
SITE
WORK AND GROUND
DISTURBANCE TO REMAIN
ON
SITE.
CONTRACTOR SHALL
CONTACT ENGINEER PRIOR
1
PER GOVERNING AGENCY ITS INTENDED USE TO ANY CONSTRUCTION RELATED USE OF OFF-SITE LAND.
t STDS VERIFY SOIL TYPE
GRADING NOTES FOR CITY OF BAKERSFIELD G RA•�i�_1 A G NOTES U.N.O.
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND Y '4. FILL AND THE UPPER SIX INCHES OF THE SUBGRADE.SHALL BE 11, THE MATERIALS & CONSTRUCTION METHODS FOR THE 16. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE 0
STANDARDS PERTAINING THEREOF.-- - °-- 1. FCt.-,;',4'
'i+) RECEIVE COMPACTED SITE FILL OR TO SUPPORT UNIFORMLY COMPACTED TO AT LEAST 90 PERCENT OF THE IMPROVEMENTS INCLUDED HEREON SHALL BE IN ACCORDANCE
- _-- 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE FC t. :;A':':ONS, SLABS OR PAVEMENTS SHALL BE STRIPPED OF MAXIMUM LABORATORY DRY DENSITY FOR THE MATERIAL USED. WITH THE STANDARD SPECIFICATIONS & STANDARD PLANS OF CONSTRUCTION - INSPECTION SECTION SHALL BE GIVEN AT
(1) VERTICAL. ALL. :E-G;..TATION, DEBRIS OR DISTURBED SOILS. STRIPPING THE MAXIMUM LABORATORY DRY DENSITY FOR SUCH SITUATIONS LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED
1) 3E REVIEWED BY THE PROJECT GEOTECHNICAL THE STATE OF CALIFORNIA, MOST CURRENT VERSION.
- SE'`'"- SHALL BE DETERMINED BY THE ASTM D1557 -02E1 COMPACTION AT (661) 326-3049
3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EI�,('1,` .ER. ALL EXISTING FILL SOIL SHALL BE EXCAVATED METHOD. CRUSHED GRAVEL MATERIAL SHALL BE COMPACTED TO 12. CRUSHED AGGREGATE SHALL CONFORM TO COARSE AGGREGATE
EXISTING AND/OR PLANNED SLOPES. UI` 1" -;3 •SHE PROJECT GEOTECHNICAL ENGINEER SPECIFICALLY LEAST 95 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY GRADING SEC. 90-3.02 (1-1/2" X 3/4") OF THE CALTRANS .
-4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR RE.( -(",,V, -,M1 -NDS THAT SUCH FILL IS TO REMAIN IN PLACE. ANY FOR THE MATERIAL USED. THE MAXIMUM DRY DENSITY FOR SPEC'S OR AS APPROVED BY THE ENGINEER. CONTRACTOR 17. COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE
A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. E}i-V EG= SOFT, LOOSE, POROUS OR OTHERWISE UNSATISFACTORY CRUSHED GRAVEL MATERIAL SHALL BE DETERMINED BY THE SHALL CONFIRM TONNAGE OR VOLUME ESTIMATE PRIOR TO THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/
5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SCIS SHALL THEN BE EXCAVATED TO THE DEPTHS INDICATED CALIFORNIA TEST NO. 216 COMPACTION METHOD. SUBGRADE PLACING. CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED
SUPPORT FILL. IN '8M FLANS OR SPECIFICATIONS, OR BY THE PROJECT SOIL COMPACTION TESTS SHALL BE PERFORMED IMMEDIATELY PRIOR TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
j 6. 'FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX 6 INCHES IN COMPACTED RE:1=': �i T, OR GEOTECHNICAL ENGINEER. THE EXCAVATION OF
O TO PLACING CRUSHED GRAVEL MATERIAL. 13. POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM SITE
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. EXI"z"'`1,-G FILL OR OTHER UNSATISFACTORY SOILS SHALL EXTEND IMPROVEMENTS IS VERY IMPORTANT. NO WATER SHALL BE 18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO
7. ENGINEER/BOLDING OFFICIAL WILL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO PLACING LA'IE:F;ALi,Y BEYOND THE LIMIT OF FOUNDATIONS, SLABS OR 5. OBSERVATIONS AND FIELD TESTS SHALL BE CARRIED ON DURING ALLOWED TO POND AT ANY LOCATION ON THE COMPOUND.
ANY FILL MATERIAL. Pt',�1>:;>>:EP�TS THE DISTANCE INDICATED IN THE SPECIFICATIONS �2) WORKING DAYS PRIOR TO CONSTRUCTION.
GRADING BY THE PROJECT GEOTECHNICAL ENGINEER TO CONFIRM COMPOUND AND PARKING AREAS SHALL BE PROVIDED WITH
" 8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (909.) PERCENT MAXIMUM DENSITY AS OR PL413, OR BY THE PROJECT GEOTECHNICAL ENGINEER. THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ADEQUATE DRAINAGE GRADIENTS (MINIMUM 2% TO FIVE FEET 1-800-612-2444)
DETERMINED THE CURRENT CBC AND CERTIFIED BY TESTS AND REPORTS FROM THE SOILS WE li'}.:CAVATED AREAS SHALL BE OBSERVED BY THE PROJECT OBTAINED. WHERE COMPACTION OR MOISTURE CONDITIONING IS FROM FOUNDATIONS AND ONE PERCENT ELSEWHERE) TO ENSURE
ENGINEER. GE'011. ,h NICAL ENGINEER PRIOR TO PREPARING SUBGRADE LESS THAN THAT REQUIRED, ADDITIONAL COMPACTIVE EFFORT THE UNOBSTRUCTED TRANSPORT OF WATER AWAY FROM
AI -11' °"_A•CING COMPACTED FILL. 19. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY
9. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT IMPROVEMENTS AND OFF THE COMPOUND.
ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. AS NECESSARY UNTIL THE SPECIFIED COMPACTION OR MOISTURE WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD
10. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT 2• TH:� E -(POSED APPROVED NATURAL GROUND SURFACE SHALL IS ACHIEVED. 14. LOCAL BORROW MAY BE OBTAINED ON SITE. MAXIMUM DEPTH OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR
MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD THEN ;:3E SCARIFIED TO A DEPTH OF AT LEAST SIX INCHES, OF EXCAVATION SHALL BE 12". FINAL EXCAVATION SLOPES AS DETERMINED BY THE CITY ENGINEER
TOP OF CUT. BFQITEC:,t�-HT TO OPTIMUM MOISTURE AS DIRECTED BY THE ST 6. WHEREVER, IN THE OPINION OF THE OWNER OR THE PROJECT SHALL BE LEFT IN A SMOOTH AND EVEN CONDITION SUCH THAT
TEG�•s=�:CAL ENGINEER, AND THEN COMPACTED TO AT LEAST
11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. GEOTECHNICAL ENGINEER, AN UNSTABLE CONDITION IS BEING PONDING WILL NOT OCCUR.
9C PERCENT OF THE MAXIMUM LABORATORY DENSITY AS
12. SURFACE DRAINAGE TO BE ONE (17.) PERCENT MINIMUM, EXCEPT AS WAIVED BY, THE BUILDING DET' �irCEN BY THE ASTM COMPACTION METHOD DESCRIBED CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL 20. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES
OFFICIAL. t : i;°t NOT PROCEED IN THAT AREA UNTIL REVIEW HAS BEEN MADE AND 15. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE
BE� WHERE FILL IS TO BE PLACED ON OR AGAINST THE GRADING PLAN REVISED, IF FOUND TO BE NECESSARY. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S
13. CONSTRUCTION OF DRY WELL FOR COLLECTION OF ON-SITE RUN-OFFS IS NOT ACCEPTABLE, SL�--'" G GROUND (STEEPER THAN 5:1), KEYING AND BENCHING " ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
HOWEVER .OTHER MEANS OF ON-SITE COLLECTION MAY BE ALLOWED IF APPROVED BY THE A NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF
IN'.",-` t�IR-r� NATURAL GROUND SHALL BE PERFORMED AS THE
BUILDING DIRECTOR. CGI•.-' ACTED FI URA BROUGHT TO FINAL GRADE. 7. KEYWAY BACKCUTS SHOULD BE CONSTRUCTED NO STEEPER THAN THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED RIGHT-OF-WAY TO ESTABLISH THE NECESSARY
14. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER A 1:1 (HORIZONTAL: VERTICAL) GRADIENT. WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. DEPOSIT.
33 OF THE CALIFORNIA BUILDING CODE. 2009-09-DWQ) MUST BE FILED WITH STATE WATER RESOURCES
15. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER 3. FILL, CONSISTING OF SOIL REVELLED BY THE PROJECT CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF
INDIGENOUS TO THE AREA. GE" j E:CHNICAL ENGINEER, SHALL BE PLACED IN COMPACTED 8. THE PROJECT GEOTECHNICAL ENGINEER SHOULD OBSERVE THE ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL
16. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING LAYERS WITH APPROPRIATE COMPACTION EQUIPMENT. ALL SITE EXPOSED SURFACE DURING THE REMOVAL OPERATION TO PERMIT REQUIRES THAT A STORM WATER POLLUTION
AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN & IVPORTED FILL SHALL BE REVIEWED BY THE PROJECT GEO- EVALUATE EXCAVATION STABILITY AND CONFIRM THAT FIELD
HIS PURVIEW. TECHN"CAL ENGINEER PRIOR TO USE IN FILL AREAS. ROCKS CONDITIONS ARE AS ANTICIPATED. PREVENTION PLAN (ALWAYS BE PREPARED, CONTINUOUSLY
LAS; aE-r? THAN SIX INCHES IN DIAMETER SHALL NOT BE USED. CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
17. CUT= 100 YDS FILL= 100 YDSS IMPORT= D YDS (YARDAGE FOR PERMIT THE ;1;1%0I `iTURE CONTENT OF THE FILL SOILS SHALL BE BROUGHT 9. FOLLOWING CONFIRMATION OF FIELD CONDITIONS AND/OR INSPECTION DURING NORMAL CONSTRUCTION HOURS.
PURPOSES ONLY.) TO OPTIMUM MOISTURE AS DIRECTED BY THE GEOTECHNICAL FURTHER MODIFICATIONS, THE EXCAVATED MATERIALS MAY BE
MORROW SITE TO BE DETERMINED ENGINEER. REPLACED ON THE SUBGRADE IN ACCORDANCE WITH
SPECIFICATIONS AND THE SOILS REPORT.
0
10. ALL UTILITY TRENCH BACKFILLS SHALL BE PER C.O.B. STD.
ST -22.
CITY RECORDS NO.
L
THESE PLANS ARE NOT
FOR CONSTRUCTION _
UNLESS A "WET STAMP- &
SIGNATURE" FROM BOTH
THE ENGINEER OF RECORD
AND A APPROVAL STAMP
WITH A "WET STAMP &
SIGNATURE" FROM THE
LOCAL GOVERNING
AGENCY ARE PRESENT.
7
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PRINTED:4/20/2016
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NO. DATE
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4/15/2015
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8/24/2015
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THESE PLANS ARE NOT
FOR CONSTRUCTION _
UNLESS A "WET STAMP- &
SIGNATURE" FROM BOTH
THE ENGINEER OF RECORD
AND A APPROVAL STAMP
WITH A "WET STAMP &
SIGNATURE" FROM THE
LOCAL GOVERNING
AGENCY ARE PRESENT.
7
C�iJOF•
5 SH
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PRINTED:4/20/2016
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1—
#4 016" O.C. 1- 1► -
3"
SECTION A
8"x8"x16"
SOLID GROUT
MASONRY
#4 O 16' O.C.
HORIZONTAL
(TYP)
#4 O 16" O.C.
VERTICAL (TYP)
CENTER OF WALL
4.. s
c c a .. a
1 11—i I I—! I I—III—I I i—i 14
SUBGRADE COMPACTED TO 95%1-1 1 1-
- , Iii=►fi=Eii ;i��,,,�it-�E�-i►-11
_ #4016" O.C.
II _ HORIZONTAL
BUILDING
A%01
C s
IF, Ll I lid I I I lid 111 NOTE: -B -
CLASS
CLASS B" CONC. (5 SACK) EXPANSION
2.25' JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15'
It= PROPERTY LINE
TOE: #4016" O.C.
HEEL: #4016" O.C.
SCALE: V - 1.5'
E.
Most RIW or obtakr 401 tto' m*
mowif anmodatw 60,
lend d*m of 4"roamak L! ---m m - 2,X max 1.0" to
So* MhL
SECTION 'A—A"
AAOtES
I a wm mmw* anal mohrlds aw aavfam to 3 Evosim pint defer mote►fd shoo consist of mbmed sops of
the gopfxdw SKY= of thefurls entitled &v* miiwt campaard Shot cw mm to the rswhmwts of the
Ytob of caw* tawtnunr of Trarswoun Stm&d Jbecifioa k a
Stardbab *eCikotlons' haeoRer kom as A seetiam of O*tkg d1w wfwd being raamw for rgotommt
'S7arrdbraats �eciAeotkrra; carrerrt faty goprowd wdltion. Ahad bo sowcw of IN Aimils of n mod as alrerlwd by 00 city
?. A auml Streak Pem►h head by the Lily of Enybw. the AcHm b6v amowd aw be a mhimum of 50' h
8akasfieM ftk a vft 0bpa *mw must ainnomy kngtb aid somts shat Op with f athg J*t or soars Ah&
err rwk wflhh of tall right -of -+coat R*W mwl shd eankrm it *nw dw acrd bcdxn to the odfiml
.l Slrbgrads anal' be oa kwied hue to grade and exidiog'"'►°ro"o'rr°"18 w4w othersysw afrwcled by the my Enpinewr.
aegis aectian aril earooded to = of maawrwm dy le sarlkns beteg rept Cod may 6w Now agairsf sdsting pa►ernent,
dr►s as olrfarrshed by ASIA/ 0-107 to o dw1h of ff h good o mft and idth the prior gqo VW of the Aly
6 bi6w tcp of at"* firpw. Otharm Bra awtag porarmnf shad be sa wl o minimum
4. tbaaelw kr atiw "mock etre► sondem to the of 20' i vm ft eke of cwmte or ar d ided Poraorart potdr
requiwnMtr of th Stano6rd TpwdJFcations for minor shad canfenn to Mw req kwwts of Standard Mel ST -IL
eawW* (mho avwd cwtol 305 b/cv )di 11. ad aril gutbr and body of "Mach "be pewad
Cmmte steal mlait ao *oft" arbor pilar swov's(K not nrardr["y.
*paved Ar a8tahed Iham Ov (sty fi>ow. ..
12 Ab diw *p va* wastrwb an shall be pemrittW In street or
I Maw bw shad be wrfbcsd an Ore ode ptosed argil crab relwna
nett to like oaaa r#& aril steno not 6e feat Own l
AW aRe► befeq sunbced fame and avbyrads shad ld fabs of dfw approach shad be a mh. of 23' Tam odfbcwnt let fr e
60 rwfhd hama6wy prior to ptomewd of awmie
rt. Extathg curb, It h good cadtiars maybe so+wcvt aril removed
!A 6aenrte abed be f nor amok A wd and than ("ash art7 to action moahte ar *wlfar of now rwa66atid &v*
ffmp a 4*1 broom riaati hwrrsadatdy agar 1Gnboft ap mwb or wldeahg of edslhg wma*
w�poewd wnbm shad meaiw a wmbm
ft syymdord*eatb� ovlkm me xsurfacw of Mw to a
awrarete"bw kept mold untr thw awfrg wnpmd
qpbd
1 tspwr+skn Pots shad be comrhvcted of boM
ends of aPpinacl► mmtww plan J*14 2 I
afiad be pAxed of cater of gwmaah ant d tR
marainum hbnols and as dred d by Me Lilly Enohaer.
45 -tom �o' :s ,��,��d • �d
too
��-����- ��•gra • - �
•
FlNiSH
GE
R01/2�
'2 x
F.PAD- 332.60
CON�(`RTMEI1
�r
N <
PAD— 332.60
TOS — TOP OF SUMP
r7
2% MAX
80T. OVER E)L- 329.50
I I
�I
I_ x
OT. OVER EX.- 329.
I 11
FIELD VERIFY 0.5% SLOE FROM REAR R TO
BACK OF WALK PRIOR TO CONST.
o
N
GRADING PLAN REO'D
• I I
I
-
-IF THIS CONDITION CANT BE MET
SEE TYP SLOPES THIS SHEET.
TYP MAX GRADE CHANGE - 6" O R
6
MAX FILL -6" W/0 COMPACTION REPORT
`�
(
332.92
tig
N
�s 11
SMOOTH TR
CONCRETE FINISH
BOOL 2EDGE
I 2%-
5%
7r
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x
Q
NOTE
CLASS B CONCRETE (5 SACK)
X
I��
PROVIDECONTROL ' 0"
oc.&O ARNISH OF LL RIUSWALKS/
DIRECTION CHANGES.
": xx
^
2% M
•a
, Mr, ,I
1
';o
BUILDING
A%01
C s
IF, Ll I lid I I I lid 111 NOTE: -B -
CLASS
CLASS B" CONC. (5 SACK) EXPANSION
2.25' JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15'
It= PROPERTY LINE
TOE: #4016" O.C.
HEEL: #4016" O.C.
SCALE: V - 1.5'
E.
Most RIW or obtakr 401 tto' m*
mowif anmodatw 60,
lend d*m of 4"roamak L! ---m m - 2,X max 1.0" to
So* MhL
SECTION 'A—A"
AAOtES
I a wm mmw* anal mohrlds aw aavfam to 3 Evosim pint defer mote►fd shoo consist of mbmed sops of
the gopfxdw SKY= of thefurls entitled &v* miiwt campaard Shot cw mm to the rswhmwts of the
Ytob of caw* tawtnunr of Trarswoun Stm&d Jbecifioa k a
Stardbab *eCikotlons' haeoRer kom as A seetiam of O*tkg d1w wfwd being raamw for rgotommt
'S7arrdbraats �eciAeotkrra; carrerrt faty goprowd wdltion. Ahad bo sowcw of IN Aimils of n mod as alrerlwd by 00 city
?. A auml Streak Pem►h head by the Lily of Enybw. the AcHm b6v amowd aw be a mhimum of 50' h
8akasfieM ftk a vft 0bpa *mw must ainnomy kngtb aid somts shat Op with f athg J*t or soars Ah&
err rwk wflhh of tall right -of -+coat R*W mwl shd eankrm it *nw dw acrd bcdxn to the odfiml
.l Slrbgrads anal' be oa kwied hue to grade and exidiog'"'►°ro"o'rr°"18 w4w othersysw afrwcled by the my Enpinewr.
aegis aectian aril earooded to = of maawrwm dy le sarlkns beteg rept Cod may 6w Now agairsf sdsting pa►ernent,
dr►s as olrfarrshed by ASIA/ 0-107 to o dw1h of ff h good o mft and idth the prior gqo VW of the Aly
6 bi6w tcp of at"* firpw. Otharm Bra awtag porarmnf shad be sa wl o minimum
4. tbaaelw kr atiw "mock etre► sondem to the of 20' i vm ft eke of cwmte or ar d ided Poraorart potdr
requiwnMtr of th Stano6rd TpwdJFcations for minor shad canfenn to Mw req kwwts of Standard Mel ST -IL
eawW* (mho avwd cwtol 305 b/cv )di 11. ad aril gutbr and body of "Mach "be pewad
Cmmte steal mlait ao *oft" arbor pilar swov's(K not nrardr["y.
*paved Ar a8tahed Iham Ov (sty fi>ow. ..
12 Ab diw *p va* wastrwb an shall be pemrittW In street or
I Maw bw shad be wrfbcsd an Ore ode ptosed argil crab relwna
nett to like oaaa r#& aril steno not 6e feat Own l
AW aRe► befeq sunbced fame and avbyrads shad ld fabs of dfw approach shad be a mh. of 23' Tam odfbcwnt let fr e
60 rwfhd hama6wy prior to ptomewd of awmie
rt. Extathg curb, It h good cadtiars maybe so+wcvt aril removed
!A 6aenrte abed be f nor amok A wd and than ("ash art7 to action moahte ar *wlfar of now rwa66atid &v*
ffmp a 4*1 broom riaati hwrrsadatdy agar 1Gnboft ap mwb or wldeahg of edslhg wma*
w�poewd wnbm shad meaiw a wmbm
ft syymdord*eatb� ovlkm me xsurfacw of Mw to a
awrarete"bw kept mold untr thw awfrg wnpmd
qpbd
1 tspwr+skn Pots shad be comrhvcted of boM
ends of aPpinacl► mmtww plan J*14 2 I
afiad be pAxed of cater of gwmaah ant d tR
marainum hbnols and as dred d by Me Lilly Enohaer.
45 -tom �o' :s ,��,��d • �d
too
��-����- ��•gra • - �
•
1=
I
F.PAD- 332.60
TC — TOP OF CURB
TOC — TOP OF CONCRETE
PAD— 332.60
TOS — TOP OF SUMP
MATCH — MATCH EX. GRADE
BOW — BACK OF SIDEWALK
80T. OVER E)L- 329.50
EG — EXISTING GRADE
OT. OVER EX.- 329.
N
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332.92
tig
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I 2%-
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ni C9
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-----------_ _ _ -
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cV
C'4
(V
SEE SHEET C-5 FOR ADDITIONAL NOTES, DETAILS,
AND GEOTECHNICAL ENGINEERING REPORTS.
EXISTING EXISTING
SEWER LINE MAN HOLE
2
-------------_---- �v i
------------- O
CoNt�t1'to I
i
EXISTING
CHAIN LINK�-
FEN CE
I
ROW --•.�_ _ I
yi
i
I
mi
EXISTING TREE: ' j IS11NG
IN THE VICINITY OF ROOTS, 4"LATERAL
BORE AS DIRECTED BY i
THE CITY ENGINEER i
i M
• I 0)
I
INSTALL NEW 4" PVC LATERAL I
74.67' AT 1 % SLOPE FROM ALLEY "' I
TO THE PROPERTY LINE. 1
87.69' AT 1 % SLOPE FROM I
NEW LATERAL TO NEW RESIDENCE 1
I EX. D/A ON
I ADJACENT
an j PROPERTY
l
U , 15.9 I 23.05
Of
D
PLAN NOTES
�1 LIMITS OF OVER EX. AND RECOMPACT
TO 90% R.C. OR AS STATED IN
OWNER PROVIDED PRELIMINARY SOILS
INVESTIGATION
OFOOTING DEPTH TO INCREASE FROM
2 1'-6" TO 2'-0".
O3 ONSITE PAVEMENT SECTION
4" CONCRETE
12" NATURAL COMP. TO 95%
ONEW 3'X9' SCREENED CONCRETE
REFUSE STORAGE PAD
5 NEW 5' CONCRETE WALK
6 EX. C&G, CONTRACTOR TO MATCH
U7 EX. CONC. BLOCK `HALL TO REMAIN
OPROPOSED 6'-0" CONC. BLOCK WALL
PER SECTION 'A' THIS SHEET.
U9 REMOVE EXISTING DEPRESSED CURB
AND GUTTER AND REPLACE WITH NEW
6" CURB AND GUTTER PER C.O.B.
STANDARD ST -1 2.5FT FROM
PROPERTY LINE.
GENERAL NOTES
1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM
THE COUNTY OF KERN 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.
2. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND
GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
3. PROVIDE BLDG PAD ADEQUATELY PREPARED FOR ITS
INTENDED USE
LEGAL DESCRIPTION
APN: 015-350-11-9
BENCH MARK
41 .47 ASSUMED ELEVATION AT TOP
OF CURB AT NORTH PROPERTY LINE
PROJECT ACREAGE
�,, �+• . , 0.15 ACRES
I r '5� " .-
2.00
-s—s s
W 4"
EWER LINE
1.8%-
5
/ � I
/ t
±9.0 '.1 0 00
•
2% A 4.00 4.l
� I
I
I
1 I
8
I
I
• I
5' 10' 20' 1
GRADING PLAN
�.rsws.
SCALE: V - 10'
Y 1101
X-
60 a I SPR NO.:
06 13-0350
EX. FL
m
W LEGEND
0
H
o Q� 0
vi (n I L. ONSITE PAVEMENT :SECTION
w 2.4" A.C. PAVING OVER 4
F� 3 O 4" AGG BASE OVER a
Z 12" NATURAL COMP. TO 90%
CENTER LINE - - -
I PROPERTY LINE
WATER LINE - w w w
6 OVERHEAD POWER —OP—OP—OP—OP—
V—GUTTER
OP OP OP OP—
V-GUTTER FLOWLINE - - - - - - - - - - - - - - - - - -
EX. EDGE OF PAVEMENT — — — — — — — —
SETBACK LINE------------------------------_� _
j 0 1
NO. DATE
8/24/15
N
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THESE PLANS ARE NOT
FOR CONSTRUCTION
UNLESS A "WET STAMP &
SIGNATURE" FROM BOTH
THE ENGINEER OF RECORD
AND A APPROVAL STAMP
WITH A "WET STAMP &
SIGNATURE" FROM THE
LOCAL GOVERNING
AGENCY ARE PRESENT.
C-2
OF 5 SHEET
PRINTEDA/20/2
1=
FE — FLOW LINE
tl
TC — TOP OF CURB
TOC — TOP OF CONCRETE
TOS — TOP OF SUMP
MATCH — MATCH EX. GRADE
BOW — BACK OF SIDEWALK
FG — FINAL GRADE
EG — EXISTING GRADE
j 0 1
NO. DATE
8/24/15
N
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�a cl)
W
Z ;0,,Q
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THESE PLANS ARE NOT
FOR CONSTRUCTION
UNLESS A "WET STAMP &
SIGNATURE" FROM BOTH
THE ENGINEER OF RECORD
AND A APPROVAL STAMP
WITH A "WET STAMP &
SIGNATURE" FROM THE
LOCAL GOVERNING
AGENCY ARE PRESENT.
C-2
OF 5 SHEET
PRINTEDA/20/2
EXISTING
FENCE
a a
_ ' BOG 4# CONCRETE
'IIS III a a. .
I— I a 44
111 ' -1_ 1-1 11=1 I I—III 12I I SUBGRADEI COMPACTED
o ITO 95I III—) I I—I
� �—� �►—� � I I—III '=I I I
—
I
SCALE: 1 " - 1.5'
SECTION C
5' - --
I=1 11=1 I I-1 I I-1 I I-1 11=1 I l F �'—
=1 11=1 11=1 I I I
11=1 I MI I 1=IIIA ,I 11-
=1
4" PVC LATERAL
�4
SCALE: 1" - 1.5'
P -
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NO. DATE
8/24/15
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NO. DATE
8/24/15
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LANS ARE NOT
NSTRUCTION
A "WET STAMP &
RE" FROM BOTH
GINEER OF RECORD
APPROVAL STAMP
"WET STAMP &
RE" FROM THE
GOVERNING
ARE PRESENT.
L 0 LNt
31/16 T _
0r"K jr vcl l J
OFFSHEET
-3
OF 5 SHEET
PRINTED:4/20/20