HomeMy WebLinkAbout6.9-323SAWCUT
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E 16M1
f� J
ONSTRUCT NEW 5.5' WIDE Ja
C BINATION SIDEWALK SEE —�
Cl STANDARD ST -5, SHEET 2
1
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SMAX Ia
CON TRUCT NEW COMMERCIAL d,
TY E B DRI APPROAC AS MODIFIED, I e
SEE CI �ANDARQ T-4, SHEET 2 '^
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II CONSTRUCT NEW 5.5' WIDE }
COMBINATION SIDEWALK SEE
CIN STANDARD ST -5, SHEET I ''rm1k
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Cdr ��[Ni„, g9j e
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CO STRUCT NEW COMMERCIAL TYPE
B DRIVE APPROACH, AS MODIFIED
EE CIN STANDARD ST -4, SHEET 2 I \
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3 r
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l a c
Sy - �ryh
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w CONSTRUCT NEW 5.5' WIDE
OMBINA 10 SIDEWALK SEE r p
I 6
V ITY STANDARD ST 5, SHEET2
L 3-7-4 751 r rf ! {I /f l SLA�BcnELcEnVHi 3V]n5.5. .
FUTURE TREATMENT ELS / ./1
J.
'
--a ------- -A + 1 ', SLAB ELEV 375.60 + s
d
Ik
y 11
-_ - .......`__T / S?J I JJQ'9 / 1C
s�
F- - y F02S2.449
�'q
G t`'JFPLACE 4” OF
`I r
AGGREGATE BASE
OVER ENTIRE AREA � JI
+_ �-W�LC HAD ♦F SEE DETAIL
°YJ �- F \ ( DD/4.1-3SHEET3
,JG n -. r \
)IFF ELEV. 375.00 +
11X°
�
I h s j l
\ �i� � +rye$ 4 / L1 /♦ /J��
psi/ }�J4' 1, Q> 0 ,GGrl
A i dog ... " °"- / REFER TO SITE PLAN x/ ; /♦g'Oa
!I 6z`I .$ p .9X h FOR WELL BLDG. /-
iDETAILS / +IT Nil,,
1
I y �
I 5"a^ JS. p ♦ ''
0
NC
PR' 1
P R' +J f f
-iblet
,
0 °>II 1t EXISTING CATCH BASIN, STORM ♦ ?O. •as'gl
1 - '� DRAIN AND MANHOLE
SEE DETAIL A`\ + \ A
1 J: J
I - - / 75w - -._OVER 'F'Ts ♦♦
1 .._ �761_;B�'�-.4 / / +J, HEq�_ELF
\OST p4'ro._ 358'1 --.,i l.. `S� $sy C��fA/E FA.._
/ l Z
EXIST / ' --,..OggGyFASEMfnrT
10' LANDSCAPE EASEMENT -----------
D
`PROPOSED FENCING&
GATES ALONG FRONTAGE,
REFER TO SITE PLAN 374 8FG, EM@N7 + - �_/ / ,, XP
J p
TO EXIST SO
GRADES SHOWN ARE TO FINISHED
GRADE OF AGGREGATE BASE SURFACE
E EXISTING CIN SUMP:
TOP OF SUMP: 38.0
BTM OF SUMP: 350
DWS OF SUMP: 36767.0
s
+�
,gam s r
rJ,
2,
-itGE1VED
D°6&6 im
CITY OF BAKERSHE
BUILDING DEPAHTMI
ENGINEERING
f DEPARTMENT
ONSITE GRADING AREA: 0.57 ACRES REVISIONS:
j TOTAL NUMBER OF LOTS: 1
HCP FEE AREA: 0.57 ACRE
F, EARTHWORK CUT TO SUBGRADE: 600 CY
''s s IMPORT CL 2 AG. BASE: 300 CY
¢` HAUL OUT AND SPOIL: 500 CY
MBHCP Compliance StalanMt: I CERTIFY UNDER PENALTY OF LAW, BASED ON
J INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED
DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT
THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND
COMPLETE.f„
J
QFOF1c+. / Y / -
V D D. MFA
WFC'�Yol�
RICHARD MEYER, RCE 281 XP 3 31-20 DATEMeyer s sysreN
Civil Engineering, Inc. MHEMAne Ll
8224 Espresso Dr., Ste. 100, Bakersfield,93312 ec®ri nv ElFAX661-
\\ Phone 661-836-9834 FAX 661-1- 8369761
d J'Ts� 4 PLAT SHEEP NO.:
JY �AOPERTY DESCRIPTION
y�- aeALL THAT PORTION OF PARCEL 1 OF AMENDED PARCEL MAP NO. 3116, IN THE CIN OF BAKERSFIELD, BK11388
COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED SEPFEMBER 26, 1977 IN BOOK 19, SCALE:
I i JJS PAGE 65 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS
FOLLOWS: 1n - 10`
BEGINNING AT THE MOST SOUTHERLY POINT OF SAID PARCEL 1 SAID POINT BEING AT THE INTERSECTION
OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF THE SOUTHERN PACIFIC RAILROAD AND THE WEST LINE DRAWN BY:
\\ OF SAID PARCEL 1 AS SHOWN ON SAID PARCEL MAP; THENCE NORTH ALONG SAID WEST LINE NORTH 0
DEGREES 02'30" WEST ON A DISTANCE OF 215 59 FEET; THENCE AT RIGHT ANGLES NORTH 89 DEGREES REM
5730" EAST A DISTANCE OF FEET MORE OR LESS TO A POINT ON SAID NORTHWESTERLY
v
j J RIGHT-OF-WAY LWT SOUTHERNERN PACIFIC RAILROAD SAID POINT BEING A 5679.60 FOOT NO -TANGENT DESIGNED BY:
/ CURVE, CONCAVE TO THE NORTHWEST FROM WHICH POINT THE CENTER
BEARS NORTH 41 DEGREES
PUN as 6hom on NMe dumb Iliblillo P 20'44" WEST; THENCE SOUTHWESTERLY ALONG SAID SOUTHERN PACIFIC RAILROAD RIGHT -OF -WAV LINE RDM
P Wi atedoortec onsoreddfllplR/A�IOIYbyIINPIIDI'p THROUGH A CENTRAL ANGLE OF 3 DEGREES 24'46 AN ARC DISTANCE OF 338.30 FEET TO THE POINT OF CHECKED BY: DATE:
Dede'fanemand Building DepammergildoeleppplbVYaiyae BEGINNING.
griGnteriaueedandcOMOrma leb"CAr BImM Coft aO THIS LEGAL DESCRIPTION IS MADE PURSUANT TO PARCEL 4 OF PARCEL MAP WAIVER NO. 2, AS PER THAT
rices. Englneerfor the subillVJeMOrtl imolo*WIN1rlDi CERTAIN CERTIFICATE OF COMPLIANCE, RECORDED MARCH 22,1978 IN BOOK 5097 PAGE 216 OF OFFICIAL
aaccmwofmi�oulatio�n1s��lWWsplenwwswakuo.nMiw RECORDS. APPROVED BY: DATE:
lded' plan after Comp ef& of the grading. WELL SITE IS LOCATED AT 4500 HUGHES LANE, CITY OF BAKERSFIELD STATE OF CALIFORNIA.
PVED BY: Z (APN 405-020-09)
le 0 ape ITTz
2 H
r- DOM LOWER EDGE OF APRON AT
SWALE ENTRY POINTS BY 0.08'. t \\ z
/
WERE
ll F \
INSTALL 5S6'CATCH BASIN WIT}4 ' 5'
BAR GRATING, TRAFFIC RATTEE[L))
WITH CONCRETE APRC h t
:
B
\ CJT
1 \ t O
IATA<C y1 "P O
WATER WELL BLOW -OFF WARE ...... .... ....... _� VO SD
t\' a
HYDRANT, SEE WATER PLANS t �5 Sp \ x x
a v CONSTRUcyt, NEW TYPE B
(� MANHOLE OVE,n EXISTING 24" x
STORM DRAIN. PROVIDE N f H
/
CONCRETE COUTAR AT SURFACE N
/ DETAIL -STORM DRAIN / ^'�\ co
�. SCALE: 1" = 4' 1 Iy
(CONSTRUCTED)cn
'�-
CONSTRUCT NEW TYPE B MANHOLE OVER co 'ID LTJ -3
2 TYR EXISTING 24" STORM DRAIN. MORTAR NEW PIPE I d '>
O
O ELEV. 374.61 Z I-]
CONSTRUCT � TIGHTNESINTO MANHOLE WALL, ASSURE WATER S. SEE CITY STANDARD SW -4, SHEET O
CONCRETE APRON o ELEV. 373.63 CTI 0 > 0
PI z
tl la
}._-......
ua[
i
...
ENSURE 360°SEAL AROUND PIPE
C'I
Y
'1` M
a
1
( i�r�_
o
�1
ELEV. 368.98
^v
'.
ELEV. 368.54
L=j
-itGE1VED
D°6&6 im
CITY OF BAKERSHE
BUILDING DEPAHTMI
ENGINEERING
f DEPARTMENT
ONSITE GRADING AREA: 0.57 ACRES REVISIONS:
j TOTAL NUMBER OF LOTS: 1
HCP FEE AREA: 0.57 ACRE
F, EARTHWORK CUT TO SUBGRADE: 600 CY
''s s IMPORT CL 2 AG. BASE: 300 CY
¢` HAUL OUT AND SPOIL: 500 CY
MBHCP Compliance StalanMt: I CERTIFY UNDER PENALTY OF LAW, BASED ON
J INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED
DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT
THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND
COMPLETE.f„
J
QFOF1c+. / Y / -
V D D. MFA
WFC'�Yol�
RICHARD MEYER, RCE 281 XP 3 31-20 DATEMeyer s sysreN
Civil Engineering, Inc. MHEMAne Ll
8224 Espresso Dr., Ste. 100, Bakersfield,93312 ec®ri nv ElFAX661-
\\ Phone 661-836-9834 FAX 661-1- 8369761
d J'Ts� 4 PLAT SHEEP NO.:
JY �AOPERTY DESCRIPTION
y�- aeALL THAT PORTION OF PARCEL 1 OF AMENDED PARCEL MAP NO. 3116, IN THE CIN OF BAKERSFIELD, BK11388
COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED SEPFEMBER 26, 1977 IN BOOK 19, SCALE:
I i JJS PAGE 65 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS
FOLLOWS: 1n - 10`
BEGINNING AT THE MOST SOUTHERLY POINT OF SAID PARCEL 1 SAID POINT BEING AT THE INTERSECTION
OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF THE SOUTHERN PACIFIC RAILROAD AND THE WEST LINE DRAWN BY:
\\ OF SAID PARCEL 1 AS SHOWN ON SAID PARCEL MAP; THENCE NORTH ALONG SAID WEST LINE NORTH 0
DEGREES 02'30" WEST ON A DISTANCE OF 215 59 FEET; THENCE AT RIGHT ANGLES NORTH 89 DEGREES REM
5730" EAST A DISTANCE OF FEET MORE OR LESS TO A POINT ON SAID NORTHWESTERLY
v
j J RIGHT-OF-WAY LWT SOUTHERNERN PACIFIC RAILROAD SAID POINT BEING A 5679.60 FOOT NO -TANGENT DESIGNED BY:
/ CURVE, CONCAVE TO THE NORTHWEST FROM WHICH POINT THE CENTER
BEARS NORTH 41 DEGREES
PUN as 6hom on NMe dumb Iliblillo P 20'44" WEST; THENCE SOUTHWESTERLY ALONG SAID SOUTHERN PACIFIC RAILROAD RIGHT -OF -WAV LINE RDM
P Wi atedoortec onsoreddfllplR/A�IOIYbyIINPIIDI'p THROUGH A CENTRAL ANGLE OF 3 DEGREES 24'46 AN ARC DISTANCE OF 338.30 FEET TO THE POINT OF CHECKED BY: DATE:
Dede'fanemand Building DepammergildoeleppplbVYaiyae BEGINNING.
griGnteriaueedandcOMOrma leb"CAr BImM Coft aO THIS LEGAL DESCRIPTION IS MADE PURSUANT TO PARCEL 4 OF PARCEL MAP WAIVER NO. 2, AS PER THAT
rices. Englneerfor the subillVJeMOrtl imolo*WIN1rlDi CERTAIN CERTIFICATE OF COMPLIANCE, RECORDED MARCH 22,1978 IN BOOK 5097 PAGE 216 OF OFFICIAL
aaccmwofmi�oulatio�n1s��lWWsplenwwswakuo.nMiw RECORDS. APPROVED BY: DATE:
lded' plan after Comp ef& of the grading. WELL SITE IS LOCATED AT 4500 HUGHES LANE, CITY OF BAKERSFIELD STATE OF CALIFORNIA.
PVED BY: Z (APN 405-020-09)
le 0 ape ITTz
2 H
r- DOM LOWER EDGE OF APRON AT
SWALE ENTRY POINTS BY 0.08'. t \\ z
/
WERE
ll F \
INSTALL 5S6'CATCH BASIN WIT}4 ' 5'
BAR GRATING, TRAFFIC RATTEE[L))
WITH CONCRETE APRC h t
:
B
\ CJT
1 \ t O
IATA<C y1 "P O
WATER WELL BLOW -OFF WARE ...... .... ....... _� VO SD
t\' a
HYDRANT, SEE WATER PLANS t �5 Sp \ x x
a v CONSTRUcyt, NEW TYPE B
(� MANHOLE OVE,n EXISTING 24" x
STORM DRAIN. PROVIDE N f H
/
CONCRETE COUTAR AT SURFACE N
/ DETAIL -STORM DRAIN / ^'�\ co
�. SCALE: 1" = 4' 1 Iy
(CONSTRUCTED)cn
'�-
CONSTRUCT NEW TYPE B MANHOLE OVER co 'ID LTJ -3
2 TYR EXISTING 24" STORM DRAIN. MORTAR NEW PIPE I d '>
O
O ELEV. 374.61 Z I-]
CONSTRUCT � TIGHTNESINTO MANHOLE WALL, ASSURE WATER S. SEE CITY STANDARD SW -4, SHEET O
CONCRETE APRON o ELEV. 373.63 CTI 0 > 0
PI z
/ WITH BAR GRATING, TRAFFIC
VICINITY MAP RATED. PERFORM EARTHWORK MAX SU F WS 367.0 C•i
t / J IN ACCORDANCE WITH THE
LEGEND N.T.S. SOIL REPORT. INSTALL 18.3 LF OF 18" PVC SDR 35 STORM DRAIN a
I1t ,//rs TOPOGRAPHY IMPROVEMENTSABBREVIATIONS
_
x x EXISTING BARBED WRE FENCE EP EDGE OF eTEP���R IASryP
—ry— EXISTING CABLE TV LINE 7C 70P OF CONCRETE OE .......... £:.................................. EXISTING CHAIN INK UNE EI HHEVA1Nk! PAVEMENT OR ON
BRBWCRTE EXIST 24 DISTRICT:
-_ E — FC BREAK TE TOP
x EXISTING CHAIN LIKK FENCEELEV. 361.00
_._........-_—.__............ SEWER
I ' _FO_EXISTING FIBER OPTIC LINE (� `VJ SFIELD
- -,qr— -- EXISTING GROUND CONTOUR
EXISTING GAS LINE
! R EXISTING IRRIGATION UNE PROPOSED FINISHED GRADE PROFILE - STORM DRAIN B I'
EXISTING OVERHEAD POWER UNE SCALE: 1° = 4' 1 DEC 1 I 201
EXISTING OIL LINE r ;�ysco COSTING (ROUND ELEVATION / DATE: (CONSTRUCTED) ELEV. 36 . 6
s EXISTING SANITARY SEWER UNE Og FOR DRAINAGE ON AND PERCENT OF SLOPE FL EXIST 4" 12/04/ 19
o -- D EXISTING STORN DRAIN UNE FOR ME O / STORM IN
i 1— EXISTING TELEPHONE UNE _ — _ — CDHIEIRTY NE SURREY
t*'
DUSTING TRAFFIC SIGNAL CONDUCT — PROPERTY ONE / RIGHT-OF-WAY 1D .
NOTE:
—UGISTING UNDERGROUND UNE —> — PROPOSED GRADED AG BASE WALE
— EX00099820
EXISTING UTIUTY TRENCH STORM ORAN SEE SHEET 2 & 3 FOR CONSTRUCTION NOTES,
SCALE: 1 "=10' —" W EXISTING WATER UNE ® M ® ® Id ® GRADING LIMITS �j — ��� DRAWING NO.:
#� SECTIONS AND CITY STANDARDS. ORIGINAL GRADING PERMIT: 17-40000036
5 0 0 20
/j%i/Z'/ r 1 r/ /� YBHCP AREA BOUNDARY R Ty BK11388
-,D 3 J! J! � f Ci Records No.
SHT 1 OF 9
K4'j. "J/tAE�vao,l jhlS
j r�
...
ENSURE 360°SEAL AROUND PIPE
C'I
a �
o
ELEV. 368.98
^v
'.
ELEV. 368.54
L=j
r
—
d
INSTALL 5'x5' CATCH BASIN ---O
—
$=-2.70%
I--`
/ WITH BAR GRATING, TRAFFIC
VICINITY MAP RATED. PERFORM EARTHWORK MAX SU F WS 367.0 C•i
t / J IN ACCORDANCE WITH THE
LEGEND N.T.S. SOIL REPORT. INSTALL 18.3 LF OF 18" PVC SDR 35 STORM DRAIN a
I1t ,//rs TOPOGRAPHY IMPROVEMENTSABBREVIATIONS
_
x x EXISTING BARBED WRE FENCE EP EDGE OF eTEP���R IASryP
—ry— EXISTING CABLE TV LINE 7C 70P OF CONCRETE OE .......... £:.................................. EXISTING CHAIN INK UNE EI HHEVA1Nk! PAVEMENT OR ON
BRBWCRTE EXIST 24 DISTRICT:
-_ E — FC BREAK TE TOP
x EXISTING CHAIN LIKK FENCEELEV. 361.00
_._........-_—.__............ SEWER
I ' _FO_EXISTING FIBER OPTIC LINE (� `VJ SFIELD
- -,qr— -- EXISTING GROUND CONTOUR
EXISTING GAS LINE
! R EXISTING IRRIGATION UNE PROPOSED FINISHED GRADE PROFILE - STORM DRAIN B I'
EXISTING OVERHEAD POWER UNE SCALE: 1° = 4' 1 DEC 1 I 201
EXISTING OIL LINE r ;�ysco COSTING (ROUND ELEVATION / DATE: (CONSTRUCTED) ELEV. 36 . 6
s EXISTING SANITARY SEWER UNE Og FOR DRAINAGE ON AND PERCENT OF SLOPE FL EXIST 4" 12/04/ 19
o -- D EXISTING STORN DRAIN UNE FOR ME O / STORM IN
i 1— EXISTING TELEPHONE UNE _ — _ — CDHIEIRTY NE SURREY
t*'
DUSTING TRAFFIC SIGNAL CONDUCT — PROPERTY ONE / RIGHT-OF-WAY 1D .
NOTE:
—UGISTING UNDERGROUND UNE —> — PROPOSED GRADED AG BASE WALE
— EX00099820
EXISTING UTIUTY TRENCH STORM ORAN SEE SHEET 2 & 3 FOR CONSTRUCTION NOTES,
SCALE: 1 "=10' —" W EXISTING WATER UNE ® M ® ® Id ® GRADING LIMITS �j — ��� DRAWING NO.:
#� SECTIONS AND CITY STANDARDS. ORIGINAL GRADING PERMIT: 17-40000036
5 0 0 20
/j%i/Z'/ r 1 r/ /� YBHCP AREA BOUNDARY R Ty BK11388
-,D 3 J! J! � f Ci Records No.
SHT 1 OF 9
K4'j. "J/tAE�vao,l jhlS
j r�
�--------------
T
;doAN. ef-•. .X
aCmnW(e:'.
r
See standard
dawn SW -6
for home and
rower details
If amorry, or
res adpst R/W tds 4.D`
wearAwdate
depbr of ds'sa approach 209.m
t.tr to
me apps- patens of ncanbrg 60' bon.
and outgoing scares shoibe I 2 - N Re a are ratty
removed and the bdm Bdgee I t # tteha - 1`4 DC boo mA Ad Wehe of (pimch, ,�aelQ ho<.tltidih dt
with 20' dedmce ban boifan of cotrole - TION � care A tar.
dean be Wateid snboth with I j /'
Le/nEe'It mal M. I
I
NOTES,'
TOP NEW Nate' Pat: slab not to be
paned wilt pomp e n plea
MANHOLE SECTION
Poe
Diameter
vacs
20' R = 05'
ben roar hr i
10 Statism of avt ora std
u. At wsirmm and motanrots
nd'smAam Po &e .big offarkh 4
slop die
meeut f rmfwd a oxtail t Bre al £n ear.
:(. Inamp s of too .Wecibrof cola! Stated Col mom
s St of shay no o+ ore Mills o y gin
I I t Trmtgrahms" Slmdsdby narrowed s feero0a' known an 5tandwd me so.r Dengformed nt as boa bon. of $0 n ad rrm, a
Speer atiau; coven! Cly narrowed cotta+ shay mm with oxMenti pard m crap tine xssong mat shd materna
2. A eurant Street Perrot ' by ore City of Rok"AMI Pak wh wise ft
sed to me adyxmrt ixistar niporemmfs
Ao' Ole. 4bris Daraiment must acomgmy a1 work w0h, A'ty ri +t-oFmry,
1. 3. siogm, Shan be emstruded bare to gmen ad alas ttrtfm 11, Sed aas bene r**ad mop be poured 000 exefng penchant
and omparted to 95X of fairown, dy ®os7y ns detemrned by ASO! it An good m aitlm and wife pror'Wowp of me City laosaeor.
ASTM 0-1557 to a depth of 6C tease top of s ho& Otheiwss, me existing pacnrmt shy be saxot a Mn of 20 hero
the edge of ,manic a as dsected Parement pdch sAen pmlam
I 4 Cmaete fa am gepocidr oedl coaipma to the requremwrts of the to the raquir osatt of Simard hotel ST -11.
Slashed Sy&r'F1ra(fais far MJW cmgite.(mw. cement content of 12 Curb and goiter wd body of WProach s§ed be pared seppratog
j `.e e' ` ` t• i b mimed aft" Ore pts carton no anWages Arse Wool not mmm`ithicas
l, tsg6lre'.
5 Honest tarn, once be sworid m Ore #W Moved real to the. 13. Toto someone okwass aNne raodr aril& oat asrad b09
mitake ed shah not be less than L5" Ineor one, which7g Forms, of coTnMnoW/md17 -M m, prcpaty hmtage Dire approach tl&1rmarm,
and adgrade shpt bar wetted mmadotoy poor to pxamte Plummet ere Moo an am omd Plan, 00 be the bods of such dahwoosolas
6 Cmaete shop be bot eted smmNs edged end than go, a fight 14 AIM ban Me City loxih w: told aPproadr wMm, mamAkr
Mann rand, hacaiklfd after fmxskat�. M expand, surnom ahs m
wngx may be ,»ased to 50' movmnxofar M
far and M-2 areawhere
recaXe a undamr iron at +Nes prmented army eminame f* mkones of smn'-Mrck old basr use weasel
cmfmnng to the Standard *eci mMu me canasro cartes ones
be tent matt e1H the aqyn9 ttmAmad s spasm 4d A tAvemm of 22'of bM bmjht one mos spable dMa aV1111ho4
NOTES extol a caw m :siawad tewp T-4 a to opponent by Of Dg
7 foassnen pets stem be omatrpctod of both and, o/ approach 16 No- din *pro crosuuexan w Molted wiffin a shot a deg
L All work .shot cmfine to the applicable sections lookervat Pan pots 211al she" be pecan! at amts at tparmch tbrb redo.
of Me spoilicatnme settled Slmdad SpadFwalans, are at 10 min: betake a as Erected by &a City EgFow,:
State of California, Department of Ire statim; 17 No prrzn of the dfre &d be mounted err efloW
4° 8 Eapansio pal Ma mota3d chap consist of rre(moad sbix d ma"hmtage -a- y nPeom6 by as oil &xyhem
Waved cavort d/tkvr. moot Command mot Mitre Co ft re uirements ofine
Steamed Seetf6mttrvs 19 See Top 69.e 4aver d &6 ate appaah etmeW
2 Mortar shop consist of now part Poland Cement 9 Anes new wroath a bm:N eesbucted adpcmt to ex3tng cub
and two parts of dem, well Faded and and gutter, the Mincing omb and gutter"be caspk/dy Moored
and rgaaced wO rebs as dwbn atom Ab oah cut' k
3 Joists shelf be Med with mate and neatly denied allowed hr menteddlMai-fmn8y dire mosuch 1, \
or wiped m inskle of p0e cm#ruchon
4 Re cart warned mmh* .sections shag be yeA r, 4
constructed in atcamarce with me pow ne, of 30' x wMm of sdewak
ASTM C-4712 axrmr aiirim. 0wom k Wmrg swdzea
rA both sax, 5ie Nate
S Eccenbk side shoulf be nsldke n Me upshean 4 m Detail ST -f0
druetim of the Mair one whenexer passible or a ? y
affected by the City Engnee-
6. All bmsih'as between pile inserts shat be
anmthn/ace.
waged bo
t
a a d a
1 A#sera moa Me; far sews N'na krye M
IBm
' in dkmefd; shd be Anel with
T -Lock' a opprorwd equal
STANDARD
MANHOLE
TYPE "B"
CITY OF BAKER3FELD
CALF PMA
LIC WWM5 DEPP
If- 1.5'
Otr,n^:a
SW -4
R = R5'
Pavement
Into
wmaco
TYPE "C"
NOTES
1. All work shill confirm to me o WicaMe sections of
the Smndad .meoRcatkns, State of Caflmw Dlpartnent
of Transportation, eApoved current ed'tkn, and me
following general nates
2. 90grade prepaotfau Ax Type W, 8, and C curbs
and gutters shah be constricted hue to game and sass
3ectlar with colnpactim of 909 to a dam of 60'
bah, the subgable
3 Concrete far curb and gutta shah be am 3
and shin be w0h 25' to 55' sharp.
4. Timber harms Aral be surfaced an me an the side placed
next to the coracle and shop not be less than 1.5'
mkt after being surfaced
5 Top and face she# be troweled smooth, than given a
find Fee brush A105k
6 Mere existing curb and gutters we to be replaced, new
construction she# match exrstng crosbuctinn wdess otherwise
cheated by the City Engnee:
7 Comte shy contain no adG'tires loess prior spprord
fs obtained flan the City Engineer
8 Canada shah be axed with a Mire p acted turner
conpomd cmpfykrg to MUM 90-7018 of the state
standard speoffeatkns
9. EnWitg sections of orb and gotta ora/ be sawout at
Me /ants of the area In be reconstructed
10 Weakened plane pints or cold pets shat be canstructed
at 15' intervals Egrmsfar pints shah be at No
skis, of structures and at ands of curb betumx
Il. Tjpe '1i' curb and gutter is reWzaed an at type of
sheets unions acme d express!, permitted by the
City 5,0-
12. Type A' cwb and quite is pemitted awy Mars
gupmwd or requited by me City Dngineer
13 Type 'C' cob may be permitted by the Ply Enginear
oay An Moble flame Pude; and R -S -25A (Rai lsol d
Sawrbm Two -And -Ore -Hof Am Mherom La Sze) Zane.
14. Permft for curb and guHa construction shop arnmpany
actua Werk
15 Mho cmebmting new curb and gutta, the existing
imminent shill be wout o mininxan of 20' ham
the 10 of the gather or as drooled by the City Erne,.
STANDARD
CURBS & GUTTER
TYPES "A",
"Bis & "Q"
CRY OF BAKERBRELD
CALFORMA
LIC WOn.S DEP,
ST -1
NOTES:
1. BuckM far Rigid Poe. .
8%kRI material within the poe zone shot be free of
delabonus material and show hoe a Sand Eguivalot of not
lea Man 20 and shoo confaM to the Id/owbg grodbF
Sere Size Pecentage passing
3/4' 100
No. 4 35-100
Na 30 2OL-I00
this bakM material shag be placed in not to exceed me
foot (1.0' loose) loyers sknotanemsly an each side of the
pow n such a Masser as rot to damage or dstu , the Poe an
its alignment and gmdx Each lays- shop be thoroughly cmp-
mted by mechmaco tamping. BackM motoid she be
Mately compacted to spinghre pror to pr --%g.
2 BadhN he flexile poe
Poe and fittings dial be instaNed n accordance with the
current ASTM .speviiatfm 9-2321. Oily Class I and p
e tedrrent reatefas within the poe me will be considered
suitable Affim the pie mg water flooding and Wbog sbop
not be used for boON cmoactfm for flex&e pie. the
bedding and haewhing shall be hod placed to the Spsrg /be
of the pie and pgoedy canpacted. For sewn monR ala I
bedfing is requeed for bedding and hcmnchng. Care shot be
taken not to dislocate the poe the renonng boOff b the
pie me shall be hand placed and co npocted at lifts not to
exceed 6.0' mickrxsx 8akM m bambi shat be proWy
compacted to spwng✓ine prior to pocexdng
3 BackM us Mat more hu Ins me show rr hie F
of ddaeious materia and Naos or steno exceeding
4.0" n greatest diversion and shop be placed in not
to exceed we fact (1.d loose) layers and each layer
shop be Maowfdy carpeted by Medwnical tepng
STANDARD
IMERCIAL/MULTI-FAMILY
/E APPROACH -TYPE "B"
shalt all l for trench widths:
PIPE
awavS, LES
srmx a.Ta
awe
ST -4
CITY OF
i.
C.W.S. STATION IS LOCATED AT 4500 HUGHES LANE, CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF
OR SLURRY
FILL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 81NCHES IN LOOSE THICKNESS, MOISTURE
1.0' wider
4.0 wider
Ewm�e
both sides
c
ear,
stnwrumsof ands of orb mems and at 60' max. Mewls
1.0' wider
6.0' wilder
2.
c.
";7
-
SPECIFIC GEOTECHINCAL REPORT, IF AVAILABLE SHALL OVERRIDE/AMEND SUCH REQUIREMENTS,
i.5 wider
BocYM compacted to 959 rdothe
both sides
both sides
�
CONSTRUCTION OPERATIONS DUST SHALL BE CONTROLLED, WASTEWATER GENERATED DURING
3.
CON H BECOME FAMILIAR WITH PROJECT SURROUNDINGS WORKING CONDITIONS AND SITE
TRACTORS ALL BE 0
•
..r
LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR BID TO COVER ANY PROJECT CONSTRAINTS.
err roadway seas hag
/
•-
ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM AND THE EXISTING SUMP, IF NECESSARY PROVIDE AN
4.
CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BEST MANAGEMENT
AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTIONS. MATERIALS THAT GOULD CONTAMINATE
�
PRACTICES TO PREVENT WATER AND SEDIMENT FROM ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR
0
IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE APPLICABLE AND APPROPRIATE BMPS IDENTIFIED IN
JO' bgtim
30' beyond bad d mi0, excluding
AND TO NOT ALLOW STORM WATER TO RUN ONTO THE AREA.
d
THE CASOA - STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK AVAILABLE ONLINE AT
W
WWW.CABMPHANDBOOKS.COM, SOME OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS
16.
, ° °
`o
SITE PLAN. SEE NOTES 15 AND 16.
0# but the outer t.0' of the
a
SWEPT.
5.
CONTRACTOR TO CONTACT'UNDERGROUND SERVICES ALERT' 48 HOURS PRIOR TO ANY EXCAVATION.
,
17.
SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL OF ALL PROJECT GENERATED SPOILS SHALL BE AT A FACILITY
median area.; and in d/ey; within ...._.
�
LICENSED AND CLASSIFIED TO ACCEPT THE MATERIALS. CONTRACTOR TO PROVIDE OWNER WITH A FORMAL
. ,. , •
-
EXISTING UTILITIES.
..
RECEIPT FROM THE ACCEPTING FACILITY. ALL MATERIALS THAT WILL REQUIRE TESTING PRIOR TO DISPOSAL
Bre existing accepted roadway
SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DISPOSAL FACILITY IN
7.
THE LIST OF MATERIALS FOR THIS PROJECT IS FOR REFERENCE PURPOSES ONLY, AND IS NOT INTENDED AS A
ADVANCE OF THE NEED FOR DISPOSAL.
FULL TAKE -OFF OF ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT AS PER CWS CO. STANDARD
TYPE "A"
TYPE B"
�ssmmtx
Mcanpated to the
I
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2013 C.B.C., 2013 C.F.C., AND MOST CURRENT NFPA AND
I
r man
canpn mtwn aN other awls
�
R = 05'L
24'
[a
a4
l
10•Ridns
19.
SITE CONTRACTOR MUST SHARE THE SITE WITH OWNER'S OTHER CONTRACTORS.
COMPACTED TO 95% RELATIVE COMPACTION.
a
.
e N
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY GEOTECHNICAL INVESTIGATION
9.
THERE SHALL BE MINIMUM OF 8" OF CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION OR
Bad& n pipe zone canpocted
=
PAVEMENT COMPACTED TO 95% RELATIVE COMPACTION.
IF ANY CONFLICTING REQUIREMENT EXISTS ON THESE PLANS WITH THE GEOTECHNICAL INVESTIGATION, THE
R- D5'
_
F
k.
R = 0.5"
10,
to 909 rekbw compaction.
8e051 material within the pile
Sz a -4
WATERED AND COMPACTED TO 90% RELATIVE COMPACTION PER ASTM D1557. PLACE 4" OF CLASS 2 A.B.
21.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
COMPACTED TO 90% RELATIVE COMPACTION, THE ENTIRE SITE, EXCEPT STEEP SLOPES AND EQUIPMENT
I
,
AREAS, IS TO BE CONSIDERED MAINTENANCE AREA.
to cmfam to nates 1, 2
11.
A
22.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER!
GRADING SHALL ALLOW SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES. FINAL
-
SUBDIVIDER! CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
GRADES MAY BE ADJUSTED AS NEEDED IN THE FIELD TO BALANCE CUTS AND FILLS.
THE CITY ENGINEER.
12.
IMPORT FILL:
me
r,$
_
A) IMPORTED FILL MATERIAL FOR BUILDING AND DRIVEWAY SHALL CONSIST OF ESSENTIALLY GRANULAR,
FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY, UNLESS SECURED BY A
SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS, DEBRIS AND
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
and 3
ISSUANCE OF A PERMIT.
MAXIMUM % PASSING #200 SIEVE: REFER TO GEOTECHNICAL REPORT
n
ser
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT
:� �..°.
MINIMUM R -VALUE 50
FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY
*1Fa punk utilities, canstwliorrn
MAXIMUM EXPANSION PRESSURE 10PSF
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO
(TEST METHOD: CALIFORNIA TEST 301)
THE SIDEWALK.
B) IMPORT FILL FOR REMAINING PORTION OF SITE SHALL BE SANDY LOAM SUITABLE FOR PLANTING.
regaranmis a per the Public
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY
PUBLIC WORKS WILL REQUIRE REPAIRING ANDIOR UPGRADING AS PER CITY ENGINEER. UNDERGROUND
C) IMPORTED FILL SHOULD BE FREE OF ORGANIC MATERIAL AND IT SHOULD CONTAIN NO MATERIAL
a e
SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444)
LARGER THAN 41NCHES AND HAVE A PLASTICITY INDEX OF LESS THAN 16.
OPaftfes Cmnmissim General Orders
t2'
*GUTTER
80'
Alblarkii AM
24'
w
4WHar any dlared Mere gwmmd by CRy Engine,.
v
AN De a
TYPE "C"
NOTES
1. All work shill confirm to me o WicaMe sections of
the Smndad .meoRcatkns, State of Caflmw Dlpartnent
of Transportation, eApoved current ed'tkn, and me
following general nates
2. 90grade prepaotfau Ax Type W, 8, and C curbs
and gutters shah be constricted hue to game and sass
3ectlar with colnpactim of 909 to a dam of 60'
bah, the subgable
3 Concrete far curb and gutta shah be am 3
and shin be w0h 25' to 55' sharp.
4. Timber harms Aral be surfaced an me an the side placed
next to the coracle and shop not be less than 1.5'
mkt after being surfaced
5 Top and face she# be troweled smooth, than given a
find Fee brush A105k
6 Mere existing curb and gutters we to be replaced, new
construction she# match exrstng crosbuctinn wdess otherwise
cheated by the City Engnee:
7 Comte shy contain no adG'tires loess prior spprord
fs obtained flan the City Engineer
8 Canada shah be axed with a Mire p acted turner
conpomd cmpfykrg to MUM 90-7018 of the state
standard speoffeatkns
9. EnWitg sections of orb and gotta ora/ be sawout at
Me /ants of the area In be reconstructed
10 Weakened plane pints or cold pets shat be canstructed
at 15' intervals Egrmsfar pints shah be at No
skis, of structures and at ands of curb betumx
Il. Tjpe '1i' curb and gutter is reWzaed an at type of
sheets unions acme d express!, permitted by the
City 5,0-
12. Type A' cwb and quite is pemitted awy Mars
gupmwd or requited by me City Dngineer
13 Type 'C' cob may be permitted by the Ply Enginear
oay An Moble flame Pude; and R -S -25A (Rai lsol d
Sawrbm Two -And -Ore -Hof Am Mherom La Sze) Zane.
14. Permft for curb and guHa construction shop arnmpany
actua Werk
15 Mho cmebmting new curb and gutta, the existing
imminent shill be wout o mininxan of 20' ham
the 10 of the gather or as drooled by the City Erne,.
STANDARD
CURBS & GUTTER
TYPES "A",
"Bis & "Q"
CRY OF BAKERBRELD
CALFORMA
LIC WOn.S DEP,
ST -1
NOTES:
1. BuckM far Rigid Poe. .
8%kRI material within the poe zone shot be free of
delabonus material and show hoe a Sand Eguivalot of not
lea Man 20 and shoo confaM to the Id/owbg grodbF
Sere Size Pecentage passing
3/4' 100
No. 4 35-100
Na 30 2OL-I00
this bakM material shag be placed in not to exceed me
foot (1.0' loose) loyers sknotanemsly an each side of the
pow n such a Masser as rot to damage or dstu , the Poe an
its alignment and gmdx Each lays- shop be thoroughly cmp-
mted by mechmaco tamping. BackM motoid she be
Mately compacted to spinghre pror to pr --%g.
2 BadhN he flexile poe
Poe and fittings dial be instaNed n accordance with the
current ASTM .speviiatfm 9-2321. Oily Class I and p
e tedrrent reatefas within the poe me will be considered
suitable Affim the pie mg water flooding and Wbog sbop
not be used for boON cmoactfm for flex&e pie. the
bedding and haewhing shall be hod placed to the Spsrg /be
of the pie and pgoedy canpacted. For sewn monR ala I
bedfing is requeed for bedding and hcmnchng. Care shot be
taken not to dislocate the poe the renonng boOff b the
pie me shall be hand placed and co npocted at lifts not to
exceed 6.0' mickrxsx 8akM m bambi shat be proWy
compacted to spwng✓ine prior to pocexdng
3 BackM us Mat more hu Ins me show rr hie F
of ddaeious materia and Naos or steno exceeding
4.0" n greatest diversion and shop be placed in not
to exceed we fact (1.d loose) layers and each layer
shop be Maowfdy carpeted by Medwnical tepng
STANDARD
IMERCIAL/MULTI-FAMILY
/E APPROACH -TYPE "B"
shalt all l for trench widths:
PIPE
awavS, LES
srmx a.Ta
awe
ST -4
CITY OF
fkrkh Diode
• Depth vies dEpaM679 an the
sheets Tmfk Ander (TI). See
Tobe '8' blow
,Street TABLE S•
Zoe MAIM AM DEPTH
30 - 50 1.2'
55-65 1.5'
70- 80 20'
85 aR MO4f 25'
BacYM compacted to 909
rulothe cerpactkn
Per throt of pare zone .shop be to, stone
0 of poe bel/ a me oitside di mete
Won and pot.
Poe or conduft
4. Tathg of bakM materials A& be he anaordawe with the
tats listed n Section 6-301 of me State Standard S licatnm
(a ASIM D1557, Me" 'C far baa, width greater own I.O:
If trach width is less man 1.0; bad:M with 1 sock Burry.
5. Compaction tests will be regrred and ahal be me ruspms-
ebayoftheDemkoe -/Srthdfwder/Cmbocla the number
and location of me rats shat be determined by the any
Engnee. the tests she# be n acca-dance with me tars
listed n Section 6-301 of me State Standad SOecificatfma
(a AS1M D7557, Method -CJL
6. Each myw of backM matald shat meet the compactas,
sed egu)wamt and yrcdotion requ smarte before me next
lows placed
7 For pmameat patches wither pond sea; arse standard
door ST -11 in this design mmud.
TABLE A"
The idlowin0
shalt all l for trench widths:
PIPE
I Nil
GREATEST
TAMPING
CLASS I BEDDING
i.
C.W.S. STATION IS LOCATED AT 4500 HUGHES LANE, CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF
OR SLURRY
FILL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 81NCHES IN LOOSE THICKNESS, MOISTURE
1.0' wider
4.0 wider
Ewm�e
both sides
both sides
stnwrumsof ands of orb mems and at 60' max. Mewls
1.0' wider
6.0' wilder
2.
both sides
both sides
SPECIFIC GEOTECHINCAL REPORT, IF AVAILABLE SHALL OVERRIDE/AMEND SUCH REQUIREMENTS,
i.5 wider
1.0' wider
both sides
both sides
STANDARD
TRENCH BACKFILL
AND COMPACTION
REQUIREMENTS
CITY OF BAKERSFIELD
CALJFORMA
Ur .o Doll
SITE 0 F� A DI A I(� NOTES:
L & GRA 1 V la
13.
THE EXCAVATED ON-SITE MATERIAL IS SUITABLE AS COMPACTED FILL PROVIDED IT IS FREE OF ORGANIC
s/2/as
than giwg a light boom Fwisb. Immediady offer Aoh**
MATTER AND MATERIAL LARGER THAN 4 INCHES IN DIAMETER.
i.
C.W.S. STATION IS LOCATED AT 4500 HUGHES LANE, CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF
14.
FILL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 81NCHES IN LOOSE THICKNESS, MOISTURE
=-Standard
CALIFORNIA. (APN 405-020-09).
Most mM Me caring omeomd AS aPWedd
7 Eroanskn pets $has be crostnleted of agar ends of «a
CONDITIONED TO AT LEAST OPTIMUM CONTENT, AND COMPACTED TO AT LEAST 95 PERCENT RELATIVE
ST -12
stnwrumsof ands of orb mems and at 60' max. Mewls
COMPACTION BENEATH ALL STRUCTURES, AND 90 PERCENT RELATIVE COMPACTION ELSEWHERE. A SITE
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO AND COMPLYING WITH LOCAL GOVERNING
SPECIFIC GEOTECHINCAL REPORT, IF AVAILABLE SHALL OVERRIDE/AMEND SUCH REQUIREMENTS,
AGENCY PERMIT RESTRICTIONS, WHICH MAY AFFECT ALLOWABLE WORKING HOURS AND NOISE LEVELS.
15,
CONSTRUCTION OPERATIONS DUST SHALL BE CONTROLLED, WASTEWATER GENERATED DURING
3.
CON H BECOME FAMILIAR WITH PROJECT SURROUNDINGS WORKING CONDITIONS AND SITE
TRACTORS ALL BE 0
CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. THIS INCLUDES WASTE FROM
LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR BID TO COVER ANY PROJECT CONSTRAINTS.
PAINTING, SAW CUTTING, CONCRETE WORK ETC. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO
ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM AND THE EXISTING SUMP, IF NECESSARY PROVIDE AN
4.
CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BEST MANAGEMENT
AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTIONS. MATERIALS THAT GOULD CONTAMINATE
PRACTICES TO PREVENT WATER AND SEDIMENT FROM ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR
STORM RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNATED TO PREVENT EXPOSURE TO RAINFALL
IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE APPLICABLE AND APPROPRIATE BMPS IDENTIFIED IN
AND TO NOT ALLOW STORM WATER TO RUN ONTO THE AREA.
d
THE CASOA - STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK AVAILABLE ONLINE AT
WWW.CABMPHANDBOOKS.COM, SOME OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS
16.
PAVEMENT CLEANING -FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS
SITE PLAN. SEE NOTES 15 AND 16.
PROHIBITED UNLESS SEDIMENT CONTROLS ARE USED. PREFERABLY, AREAS REQUIRED CLEANING SHOULD BE
a
SWEPT.
5.
CONTRACTOR TO CONTACT'UNDERGROUND SERVICES ALERT' 48 HOURS PRIOR TO ANY EXCAVATION.
C
17.
SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL OF ALL PROJECT GENERATED SPOILS SHALL BE AT A FACILITY
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL
LICENSED AND CLASSIFIED TO ACCEPT THE MATERIALS. CONTRACTOR TO PROVIDE OWNER WITH A FORMAL
EXISTING UTILITIES.
RECEIPT FROM THE ACCEPTING FACILITY. ALL MATERIALS THAT WILL REQUIRE TESTING PRIOR TO DISPOSAL
SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DISPOSAL FACILITY IN
7.
THE LIST OF MATERIALS FOR THIS PROJECT IS FOR REFERENCE PURPOSES ONLY, AND IS NOT INTENDED AS A
ADVANCE OF THE NEED FOR DISPOSAL.
FULL TAKE -OFF OF ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT AS PER CWS CO. STANDARD
Ell
SPECIFICATIONS.
18.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2013 C.B.C., 2013 C.F.C., AND MOST CURRENT NFPA AND
I
NEC AWWA El 01 & C600.
8.
ASPHALT CONCRETE TO BE TYPE III, CLASS C2, GRADE PG 64-10 PER PWSI (PUBLIC WORKS STANDARDS, INC.)
STANDARD SPECIFICATIONS (THE "GREENBOOK"). PLACE ASPHALT ON CL 2 AGGREGATE BASE (AB)
19.
SITE CONTRACTOR MUST SHARE THE SITE WITH OWNER'S OTHER CONTRACTORS.
COMPACTED TO 95% RELATIVE COMPACTION.
a
20.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY GEOTECHNICAL INVESTIGATION
9.
THERE SHALL BE MINIMUM OF 8" OF CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION OR
PREPARED BY SOILS ENGINEERING, INC, SIGNED BY TONY FRANGIE, CE 39549 AND DATED DECEMBER 13, 2016.
PAVEMENT COMPACTED TO 95% RELATIVE COMPACTION.
IF ANY CONFLICTING REQUIREMENT EXISTS ON THESE PLANS WITH THE GEOTECHNICAL INVESTIGATION, THE
GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL PREVAIL.
10,
MAINTENANCE AREA SHALL BE GRADED TO 4" BELOW PROPOSED FINAL ELEVATIONS AND THEN SCARIFIED,
WATERED AND COMPACTED TO 90% RELATIVE COMPACTION PER ASTM D1557. PLACE 4" OF CLASS 2 A.B.
21.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
COMPACTED TO 90% RELATIVE COMPACTION, THE ENTIRE SITE, EXCEPT STEEP SLOPES AND EQUIPMENT
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
AREAS, IS TO BE CONSIDERED MAINTENANCE AREA.
326-3049,
11.
CONTRACTOR SHALL GRADE THE SITE TO FINAL ELEVATIONS SHOWN FOR PROPER SURFACE DRAINAGE. FINAL
22.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER!
GRADING SHALL ALLOW SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES. FINAL
SUBDIVIDER! CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
GRADES MAY BE ADJUSTED AS NEEDED IN THE FIELD TO BALANCE CUTS AND FILLS.
THE CITY ENGINEER.
12.
IMPORT FILL:
23,
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CIN OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
A) IMPORTED FILL MATERIAL FOR BUILDING AND DRIVEWAY SHALL CONSIST OF ESSENTIALLY GRANULAR,
FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY, UNLESS SECURED BY A
SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS, DEBRIS AND
SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
SOLUBLE SULFATES IN EXCESS OF 1,000 PARTS PER MILLION. IMPORT SOIL SHALL MEET THE
PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
FOLLOWING CRITERIA:
ISSUANCE OF A PERMIT.
MAXIMUM % PASSING #200 SIEVE: REFER TO GEOTECHNICAL REPORT
MAXIMUM LIQUID LIMIT: REFER TO GEOTECHNICAL REPORT
24.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT
MINIMUM R -VALUE 50
FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY
MAXIMUM EXPANSION PRESSURE 10PSF
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO
(TEST METHOD: CALIFORNIA TEST 301)
THE SIDEWALK.
B) IMPORT FILL FOR REMAINING PORTION OF SITE SHALL BE SANDY LOAM SUITABLE FOR PLANTING.
25.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY
PUBLIC WORKS WILL REQUIRE REPAIRING ANDIOR UPGRADING AS PER CITY ENGINEER. UNDERGROUND
C) IMPORTED FILL SHOULD BE FREE OF ORGANIC MATERIAL AND IT SHOULD CONTAIN NO MATERIAL
SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444)
LARGER THAN 41NCHES AND HAVE A PLASTICITY INDEX OF LESS THAN 16.
Curb k Dollar Per
Standard W4# ST -t1,
Cab Ramp per
Steward Oetat ST -1O -�
NOTES
Score MU
sea Al
rX ` IDO" ta
r between jots'
x�
r
r
r
34'vkh. of Attire
sorawd selase men
t RySt-ot-ws
I
1. 4p wxkmmsAp aid matmWo she# velem to the miika6te
Miime of me Visedoublim anb"tkd State of Callsnra,
Depahnmt of LmNmrtatron, Stonnxv 50cimfes', beemIta
Labors a Vol $w*afas" curet CXy approved ediffm
1. A cannot Street Pmnit issued by me City of Masud
Fvbk Woks Departtment must arempany a work n7he Ore
A,,..:J.e-d_.....0
*4:5' or cop lead streets, closer atherw:lsa J®afed by fee City Fngnam
55' an as ortarol; ccninctas had .Mad stmets adiarmt to Scemla
Aoltutax caDmercia and butostaia areas or as omefw:se directed
by the Gly Engnea'.
3 Sobgwk shay be constricted hue to grads and cross codon
and conpated to 909 of reoknhum dry county a detemned by
ASTM D-1557 to a deem o/ 80' below tap al otg'ode.
4, Carpete far senexisr ,be# amfrm to the regirenents of
the Standardothats fa oa mconaell, min. ream!
coolant d 5055 yd) carpets shop mitme no aldlioo;
upas prior taproxi is obtained from me City repo r.
5 Twnba farms shot bo safaced on, the site pkrw not td the
connote ad shag 60 not less than L5' backafter bang
surfaced Forms and subg,`ode shot be Wetted knnrzdiatdy
ST-12MV
Pry to placement of concrete.
6. Coarse saioces shad he:trowd'ed ammlk edged W
s/2/as
than giwg a light boom Fwisb. Immediady offer Aoh**
uex 7,
all e;ooeed Jointer Shy recce a pnffam cabl eatim of
obit, pnpnmted axing mmpomd cm aventV to me
A. S14AM
.Y+edAmtians Cmaete surlow Jeal be #qct
=-Standard
KT.S.
Most mM Me caring omeomd AS aPWedd
7 Eroanskn pets $has be crostnleted of agar ends of «a
loco ell
ST -12
stnwrumsof ands of orb mems and at 60' max. Mewls
fte'aned plane pfgh; 2D' deny, dart he pkced of 700'
moots with 0.25- deep score Mats at 50' made -
B frpunswn j4d Mo material shop consist of fweem ed
steps of dchl Ak lespienl ampmnd that Cadams to the
regubemads of the Standard SpeclTwOns
9. Sectfine of axatng .sidam4' bong ranged far repkcanad shelf
be aowrut a1 the limits of renosa as directedbgg the City Eftow.
the sectim being released .tat bo a bon, of 5ff n length and
mwcuts ehd/ alga with exulkni ilei or sem as Rapmcere nt
dot reviser 0 dMorr mu and location to the ardpemt existing
iapro smarts urdess omawae dheded
19 Any dewtion here standard in Bnist, aha, p motala s used
Mill regnke pia Wool hon the Gly Engineer.
It Tiasmore n si4aok7pse must be Moeod byy me
City Engnee
72 At fitness sxisAeichm show menWywith csrmt
reqursmerts Re ADA.
STANDARD
COMBINATION SIDEWALK
STORM DRAIN CONSTRUCTION NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY STANDARDS, SPECIFICATIONS AND REQUIREMENTS. THE
CITY ENGINEER SHALL HAVE FULL AUTHORITY OVER THE CONSTRUCTION OF THE STORM DRAIN.
2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM
THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS.
3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS
REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY
CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF
THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE
RESUMED.
4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND
AS REVEALED BY THE USA LOCATORS AND ALL STORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION.
CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE
ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE REVISED IF
NECESSARY PRIOR TO LAYING OF PIPE.
BASIS OF BEARINGS:
THE BEARING OF N 00-3617'E, FROM GPS OBSERVATIONS, BETWEEN FOUND POINT #3050 (A BRASS CAP IN LAMP
HOLE AT THE INTERSECTION OF HUGHES LANE & BLUE MOUNTAIN WAY) AND FOUND POINT #3051 (A BRASS CAP IN
LAMP HOLE AT THE INTERSECTION OF HUGHES LANE & WHITE LANE) WAS USED AS THE BASIS OF BEARINGS FOR
THIS MAP.
HORIZONTAL POSITIONS ARE BASED ON THE NAD 83 DATUM (STATE PLANE COORDINATES, CALIFORNIA ZONE 5). TO
CONVERT TO BEARINGS FROM "BOUNDARY/TOPOGRAPHY" DRAWING FROM PLOTNIK & ASSOCIATES (DATED 4/8116),
ROTATE COUNTERCLOCKWISE 00°3847"
BENCH MARK:
AN ELEVATION OF 370.32 FT, FROM GPS OBSERVATIONS, AT FOUND POINT #3050 (A BRASS CAP IN LAMP HOLE AT
THE INTERSECTION OF HUGHES LANE & BLUE MOUNTAIN WAY) WAS USED AS THE REFERENCE ELEVATION FOR THIS
MAP. DATUM IS USGS NAVD 88.
VERTICAL POSITIONS ARE BASED ON THE NAVD 88 DATUM (GEOIDI2B). TO CONVERT TO ELEVATIONS FROM
"BOUNDARYITOPOGRAPHY" DRAWING FROM PLOTNIK & ASSOCIATES (DATED 4/8116), ADD 0.10 FEET.
EXIST. UTILITY NOTE:
ONLY THOSE PORTIONS OF UNDERGROUND UTILITIES AND STRUCTURES THAT ARE VISIBLE AT THE SURFACE ARE
SHOWN ON THIS MAP. ANY UTILITY LINES DEPICTED (EXCEPT OVERHEAD) ARE BASED ON USA PAINT MARKS FOUND
AT THE TIME OF THE SURVEY,
JNo. 28!06 'a
Exp.3-31 tea ,K
ICHARD MEYER, RCE 28104, E) . 3-31-20
IV1� ,
t>
LOF CAISFoq' Ma e.r
Civil Engineering, Inc.
8224 Espresso Dr., Ste, 100, Bakersfield, CA 93312
Phone 661-836-9834 FAX 661-B36-9761
DATE
City Records No.
D1►[N1►1al01NWIM
DEPARTMENT
REVISIONS:
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SCALE:
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DRAWN BY:
RDM
DESIGNED BY:
RDM
CHECKED BY: DATE:
APPROVED BY: DATE:
DISTRICT:
BAKERSFIELD
DATE:
12/04/19
PROJECT ID.:
00099820
DRAWING NO.:
BK11388
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EXISTING MASONRY WALLw /EXIST. CHAIN LINK FENCE
w ////
I�Fl
EXISTING GROUND LINE
�@ SLOPE AWAY FROM
PROP. LINE
EXISTING PARKING LOT -J L --------
-__-_--_-____-
NEW GRADE LINE
(TOP OF AG. BASE)
SECTION - NORTH PROP. LINE A
SCALE: 111 = 4' 3
5'
~I J
Ln
EXISTING GROUND LINE WI 3
X
-____--VARIESI.5% I LL VARIES 0.5%
______
T02.24% VARIES— — ---_-�.__ ____________________ T03.22% .---
SECTION - SOUTHEAST PROP. LINE
------- EXISTING STREET SURFACE
SCALE: 1'I = 4'
39.3' NORTH DRIVE APPROACH
39.7' SOUTH DRIVE APPROACH
W
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EXIST. CHAIN LINK FENCE �
a
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I I
CONSTRUCT COMMERCIAL DRIVE
APPROACH PER CITY STD. ST -14
CONSTRUCT CURB & GUTTER WITH —�
DRIVEWAY CUT PER CITY STD. ST -1,
MATCH EXIST. ALIGNMENT
SAWCUT PAVEMENT 2,0'
SECTION - HUGHES LANE
SCALE: 111 = 4'
5.6' NORTH
6.3' SOUTH
0.5' DEPTH OF
95% OF MAX. I
1 EA. #4 REBAR #3 REBAR ® 12" O.C.
24"
e a 6..
IN,
12"4. a,
MIN. e
< 45
6. � 8"
i CLASS 2 AB
CONCRETE DRIVEWAY EDGE DETAIL
1/4" TOOL OR SAWCUT GROOVE ® 20'
INTERVALS. WHEN CUTTING GROOVE, CUT REBAR
& SEAL JOINT WITH SEALING COMPOUND.
e e
6..
CONCRETE CONTROL JOINT
NOTES:
1. DRIVEWAY SHALL CONSIST OF #3 REBAR
® 12" O.C.
2. CONTROL JOINTS SHALL BE 2" DEEP x
1/4" WIDE AT 20' INTERVALS.
4.1-2 ) N.T.S.
0�LrowcsE'B DmvEIrAY DarevE
1 lar
Pv.Ymm� '°°°.,,,' 4.1-2 CONCRETE DRIVEWAY DETAILS.DWG -""" —'— .1-2
I— CONSTRUCT ADA COMPLIANT SIDEWALK
EXISTING GROUND LINE
TOP OF DRIVEWAY
1.0%MINVARIES4%
2.0% MAX i 1 + TO7%
TO
L6" THICK, 4000 PSI CONCRETE
W/ #3 @ 12" EW CNTR IN SLAB
6" OF CL2 AGGREGATE BASE
OVER COMPACTED SUBGRADE
CONSTRUCTNEW
DRIVEWAY
SEE DETAIL DD/4.1-2
THIS SHEET
PROPOSED CLASS 2 PROPOSED
AGGREGATE BASE FlNISH GRADE
90X RELATIVE COMPACTION
4"
EXISTING SOIL
COMPACTED TO 85%
RELATIVE COMPACTION
DD MAINTENANCE AREA GRADING DETAIL
4.1-3 N.T.S.
NarcODl�wc STB GENERAL
v"`•. EAIINTRNINCH AREA GRADING MAI.
C1m "ems
4.1-3 MAINTENANCE AREA GRADING DETAIL.DWG `""""""""` .1-3
e\s,"a ra..W.ep\s.lu.\m.W a mw\a.s-s YamsmaYCY ANu cxesma vnu.an
b
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STANDARD CURB & GUTTER
r"f 1*1
L Po f .d4 be Tpe'8' aV dl oande mxtkg
the cepi kts sf sxtim J9 of De'state W CdAM4
Depweaeat of OmpHNlinp StaxbE.pm'&a—i
q*nead avant eSh.,, Yaks oGv a 'Pd by
the a1, r ys,»-.
2 Agpegale base "be Ow N Vcycle bcce
.km. g to Sectim 26 cf me stm d pedAxSm
J SDackrd stttna AV m sheets"be deap d
Ydy bafsc kdam n att'ndmce cM the ps.3 cf
.intim JJIC of The 9Adi&m and EnowaiV
4 Sa ksl dsla u v lbe desgl aotsN W a1a9 be
amNYxd ey a :a lmtig kbastwyir{nt ro be aq�M
ad Yewbr o Dm.,,b mNkaY.
S id*w A.C. tekk. k k be G2' ((sono) Tpe 'R'
Am= A, Bose a to be
6 A mkt, kcla d 0.2 dxd be qhv YW n pmemmt
Ic daliMs
'B' Aphdt Cmm:k
& A fwnA dA03 a c6laW� o mirirxun
a/60' 0.ISn fbe ph..k 'r
.¢we be k msNmoYe YNA /Ae s oiv tde:
roe ken r
10-50 l.l' (Gids)
55-65 I5' (04Ra)
20 - RO 20' (G6m)
as.. 25-tRxv)
9 Fm AWAR1 PoW4 Abk4 m SbAd *md Ass'dxW
kaded k is, 16AW A 08* wind
�lq-3c 3
Citv Records No.
ENGINEERING
DEPARTMENT
REVISIONS:
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J
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10.0':
5.0'
5.0'
I— CONSTRUCT ADA COMPLIANT SIDEWALK
EXISTING GROUND LINE
TOP OF DRIVEWAY
1.0%MINVARIES4%
2.0% MAX i 1 + TO7%
TO
L6" THICK, 4000 PSI CONCRETE
W/ #3 @ 12" EW CNTR IN SLAB
6" OF CL2 AGGREGATE BASE
OVER COMPACTED SUBGRADE
CONSTRUCTNEW
DRIVEWAY
SEE DETAIL DD/4.1-2
THIS SHEET
PROPOSED CLASS 2 PROPOSED
AGGREGATE BASE FlNISH GRADE
90X RELATIVE COMPACTION
4"
EXISTING SOIL
COMPACTED TO 85%
RELATIVE COMPACTION
DD MAINTENANCE AREA GRADING DETAIL
4.1-3 N.T.S.
NarcODl�wc STB GENERAL
v"`•. EAIINTRNINCH AREA GRADING MAI.
C1m "ems
4.1-3 MAINTENANCE AREA GRADING DETAIL.DWG `""""""""` .1-3
e\s,"a ra..W.ep\s.lu.\m.W a mw\a.s-s YamsmaYCY ANu cxesma vnu.an
b
e
STANDARD CURB & GUTTER
r"f 1*1
L Po f .d4 be Tpe'8' aV dl oande mxtkg
the cepi kts sf sxtim J9 of De'state W CdAM4
Depweaeat of OmpHNlinp StaxbE.pm'&a—i
q*nead avant eSh.,, Yaks oGv a 'Pd by
the a1, r ys,»-.
2 Agpegale base "be Ow N Vcycle bcce
.km. g to Sectim 26 cf me stm d pedAxSm
J SDackrd stttna AV m sheets"be deap d
Ydy bafsc kdam n att'ndmce cM the ps.3 cf
.intim JJIC of The 9Adi&m and EnowaiV
4 Sa ksl dsla u v lbe desgl aotsN W a1a9 be
amNYxd ey a :a lmtig kbastwyir{nt ro be aq�M
ad Yewbr o Dm.,,b mNkaY.
S id*w A.C. tekk. k k be G2' ((sono) Tpe 'R'
Am= A, Bose a to be
6 A mkt, kcla d 0.2 dxd be qhv YW n pmemmt
Ic daliMs
'B' Aphdt Cmm:k
& A fwnA dA03 a c6laW� o mirirxun
a/60' 0.ISn fbe ph..k 'r
.¢we be k msNmoYe YNA /Ae s oiv tde:
roe ken r
10-50 l.l' (Gids)
55-65 I5' (04Ra)
20 - RO 20' (G6m)
as.. 25-tRxv)
9 Fm AWAR1 PoW4 Abk4 m SbAd *md Ass'dxW
kaded k is, 16AW A 08* wind
�lq-3c 3
Citv Records No.
ENGINEERING
DEPARTMENT
REVISIONS:
PIAT SHEET NO.:
SCALE:
V, = 10e
DRAWN BY:
RDM
DESIGNED BY:
RDM
CHECKED BY: DATE:
APPROVED BY: DATE:
W.
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WonoY�
YM
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PUT
❑
men
9YS BY
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PIAT SHEET NO.:
SCALE:
V, = 10e
DRAWN BY:
RDM
DESIGNED BY:
RDM
CHECKED BY: DATE:
APPROVED BY: DATE:
W.
a
DISTRICT:
BAKERSFIELD
DATE:
12/04/19
PROJECT M.:
00099820
DRAWING NO.:
BK11388
BHT 3 OF 3
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DISTRICT:
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DATE:
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PROJECT M.:
00099820
DRAWING NO.:
BK11388
BHT 3 OF 3