HomeMy WebLinkAbout1.7-6453 1 & 2 As-Builts Grading PlanSITE PREPARATION
ADDITIONAL NOTES$
SITE WINTERIZATIOW AND PROTECTION OF EXPOSED SOILS DURING THE CONSTRUCTION
PHASE SHOULD BE THE SSE RESPONSIBILITY OF THE CONTRACTOR, SIDE HE HAS
GENERAL NOTES
GENERAL SIT CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION, EXISTING
1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 — CALIFORNVIA BUILDING CODE
UTILITIES, STRUCTURES INCLUDING FOUNDATIONS, BASEMENT WALLS AND
AND STANDARDS PERTAINING THERETO, ALSO REFER TO SOILS REPORT
FLOORS, EXISTING STOCKPILED SOIL, TREES AND ASSOCIATED ROOT SYSTEMS,
PREPARED BY KRAZAN AND ASSOCIATES FOR THIS TRACT.
RUBBLE, RUBBISH, AND ANY LOOSE AND /OR SATURATED MATERIALS, SITE
2. ALL CUT AND /OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2)
STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL
HORIZONTAL TO ONE (D VERTICAE.
ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED, DEEPER
3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET
STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT
HORIZONTALLY [IF THE TOE' OF EXISTING AND/OR PLANNED SLOPES.
BE SUITABLE FOR USE AS ENGINEERED FILL. HOWEVER, STRIPPED TOPSOIL MAY
4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER
BE STOCKPILED AND REUSED IN LANDSCAPE OR NON- STRUCTURAL AREAS.
UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED
INFORMATION OR DATA.
To A opru T ly (9) Nrults
FOLLOWING STRIPPING OPERATIONS, ALL DISTURBED AREAS SHOULD BE RECOMPACTED.
5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (54) SHALL BE KEYED
AT A MINIMUM IT IS RECOMMENDED THAT THE EXPOSED SUBGRADE IN BUILDING PAD,
AND BENCHED TO SUPPORT FILL.
EXTERIOR FLATWORK AND PAVEMENT AREAS, BE EXCAVATED /SCARIFIED TO A DEPTH OF
6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
AT LEAST 12 INCHES, WORKED UNTIL UNIFORM AND FREE FROM LARGE CLODS,
INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE
MOISTURE— CONDITIONED AS NECESSARY, AND RECOMPACTED TO A
CONTENT BY AN APPROVED METHOD.
.
MINIMUM OF 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST
7, ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS
METHOD D1557. LIMITS OF RECOMPACTION SHOULD EXTEND 5 FEET BEYOND
PRIOR TO PLACING OF ANY FILL MATERIAL.
STRUCTURAL ELEMENTS. THIS COMPACTION EFFORT SHOULD STABILIZE THE
8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (907a) PERCENT
SURFACE SOILS AND LOCATE ANY UNSUITABLE OR PLIANT AREAS NOT FOUND
MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER CALIFORNIA
DURING OUR FIELD INVESTIGATION.
BUILDING CODE SECTION 3305 AND SO CERTIFIED BY TESTS AND REPORTS
FROM SOILS ENGINEER.
BURIED LINES AND IRRIGATION LINES MAY BE ASSOCIATED WITH THE PREVIOUS AGRI—
9. ALL SLOPES IN EXCESS OF THREE (3) FEET IN VERTICAL HEIGHT SHALL BE
CULTURAL DEVELOPMENT. IN ADDITION, A GAS LINE TRENDS NORTHWEST TO SOUTHEAST
PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION.
THROUGH THE CENTRAL PORTION OF THE SITE. ANY BURIED STRUCTURES ENCOUNTER-
10, DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND
ED DURING CONSTRUCTION SHOULD BE PROPERLY REMOVED AND /OR RELOCATED. THE
ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES
RESULTING EXCAVATION SHOULD BE BACKFILLED. EXCAVATIONS, DEPRESSIONS, OR
WHEN EXISTING TERRAIN SLOPES TOWARD TOE' OF CUT.
SOFT AND PLIANT AREAS EXTENDING BELOW PLANNED FINISH SUBGRADE LEVEL SHOULD
11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
BE CLEANED TO FIRM UNDISTURBED SOIL AND BACK— FILLED WITH ENGINEERED FILL.
12, SURFACE DRAINAGE TO BE ONE (1'/.) PERCENT MIND, EXCEPT AS
IN GENERAL, ANY SEPTIC TANKS, DEBRIS PITS, CESSPOOLS, OR SIMILAR STRUCTURES
WAIVED BY THE BUILDING OFFICIAL.
SHOULD BE ENTIRELY REMOVED, WATER WELLS SHOULD BE ABANDONED IN
13, GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH KERN CITY STANDARDS. CONCRETE FOOTINGS SHOULD BE
ACCORDANCE WITH CHAPTER 70 OF THE CALIFORNIA BUILDING CODE.
REMOVED TO AN EQUIVALENT DEPTH OF ' AT LEAST 3 FEET BELOW PROPOSED FOOTING
14. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A
ELEVATIONS, OR AS RECOMMENDED BY THE SOILS ENGINEER, ANY OTHER BURIED
GROUND COVER INDIGENOUS TO THE AREA.
STRUCTURES SHOULD BE REMOVED IN ACCORDANCE WITH THE SOILS ENGINEER.
15. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
THE RESULTING EXCAVATIONS SHOULD BE BACKFILLED WITH ENGINEERED FILL.
DUPING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE
PLANS, SPECIFICATION AND CODE WITHIN HIS PURVIEW.
THE UPPER SOILS, DURING WET WINTER MONTHS, BECOME VERY MOIST DUE TO
16. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN
THE ABSORPTION CHARACTERISTICS OF THE SOIL EARTHWORK OPERATIONS
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
PERFORMED DURING WINTER MONTHS MAY ENCOUNTER VERY MOIST, UNSTABLE
17. WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN
SOILS, WHICH MAY REQUIRE REMOVAL TO GRADE A STABLE BUILDING
USE.
FOUNDATION, PROJECT SITE WINTERIZATION CONSISTING (IF PLACEMENT OF
18, ANY WORK WITHIN EXISTING CITY RIGHT OF WAY WILL REQUIRE AN OPEN
AGGREGATE BASE AND PROTECTING EXPOSED SOILS DURING THE CONSTRUCTION
STREET PERMIT.
PHASE SHOULD BE PERFORMED.
19. USA NOTE
A REPRESENTATIVE OF OUR FIRM SHOULD BE PRESENT DURING ALL SITE
ANY WORK OIV THE PROJECT (1 -800- 227 - 2600).
CLEARING AND GRADING OPERATIONS TO TEST AND OBSERVE EARTHWORK
20, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OR BAKERSFIELD
CONSTRUCTION. THIS. TESTING AND OBSERVATION IS AN INTEGRAL PART OF OUR
PUBLIC WORKS DEPARTMENT FOR ANY WORKS PERFORMED WITHIN EXISTING
SERVICE AS ACCEPTANCE OF EARTHWORK CONSTRUCTION IS DEPENDENT UPON
ACCEPTED STREET RIGHT OR WAY, UNLESS. SECURED BY A SUBDIVISION AGREEMIENT,
COMPACTION OF THE MATERIAL AND THE STABILITY OF THE MATERIAL. THE SOILS
SECURITY BASED [IN AN APPROVED ENGINEERE'S ESTIMATE FOR THE WORK
ENGINEER MAY REJECT ANY MATERIAL THAT DOES NOT MEET COMPACTION AND
PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE
STABILITY REQUIREMENTS, FURTHER RECOMMENDATIONS OR' THIS REPORT ARE
PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
PREDICATED UPON THE ASSUMPTION THAT EARTHWORK CONSTRUCTION WILL
21s, IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATO POLLUTANT
CONFORM TO RECOMMENDATIONS SET FORTH IN THIS SECTION AND THE
DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT' (NOD TO COMPLY
ENGINEERED FILL SECTION.
WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY (WO ORDER NO. 92- 08 —DWQ) OAST BE
FILED WITH STATE WATER RESOURCES CONTROL BOARD IN ACTIVITY.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER
ENGINEERED FILL
PULLUlTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED
THE [IN—SITE NATIVE AND FILL SOILS ARE PREDOMINATELY SILTY SANDS, AND SANDS.
OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NNORI
THESE SOILS WILL BE SUITABLE FOR REUSE AS ENGINEERED FILL, PROVIDED THEY ARE CONSTRUCTION HODS.
CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS.
TRACT No, 6453
UNITS 1 & 2
GRADING PLAN
BENCH MARK SETS
TOP KCSCM MARKED 'REPLACED 1- 10 -75' IN LF6
BEING THE NW CORNER SEC 13 29/36 AT THE
CL INTERSECTION OF RIEN4 AND ALLEN
THE PREFERRED MATERIALS tKlALS JYtGIt 1tU FOR tNG1NttKtL FILL ARE SUITABLE AIfLt t UK
MOST APPLICATIONS WITH THE EXEXCEPTION OF EXPOSURE TO EROSION, PROJECT
MOST
ADDITIONAL NOTES$
SITE WINTERIZATIOW AND PROTECTION OF EXPOSED SOILS DURING THE CONSTRUCTION
PHASE SHOULD BE THE SSE RESPONSIBILITY OF THE CONTRACTOR, SIDE HE HAS
OWNER$ LENNAR HOMES OF CALIFORNIA, INC.
COMPLETE CONTROL � TFE PRO.ECT SITE AT THAT TIME.
5251 OFFICE PARK DR. SUITE 400
119 120 121
BAKERSFIELD, CA
PRIVATE ENGINEERS NOTICE TD CONTRACTORS
124
88 89 r72 71
SUBDIVIDER. LENNAR HOMES OF CALIFORNIA, INC.
THE EXISTENCE AND LOCATION [IF ANY tIN DUND UTILITY PIPES OR STRUCTURES SHOWN
5251 OFFICE PARK DR. SUITE 400
ON THESE PLANS ARE OBTAINED BY A SEARCH [IF THE AVAILABLE RECORDS, TO THE SST
OF [RJR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
BAKERSFIELD, CA
THE CONTRACTOR IS REQUIRED TO TAKE DID PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SH�VN AND ANY OTHER LINES NOT ff RECORD �t NOT SFIDbIN �1 THIS
ENGINEER. SMITHTECH/USA) INC.
DRAWING.
1424 17TH STREET
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
BAKERSFIELD, CA 933Q1
INFORMATION OR DATA.
97
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST-
99
RUCTION 1 -800- 227 -2600
101
65
NOTE; FAR PERMIT PURPOSES ONLY.
ENGINEER'S STATMENTj
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
THE SOIL CALCULATIONS ARE BASED ON GRADING
LINES AND ELEVATIONS SHOWN [IN THE DRAWINGS
CITY OF BAKERSFIELD ORDINANCES. STANDARDS, AND DESIGN CRITERIA,
AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS [IF THE ADVI-
AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL
-THAT
SPRY AGENCY OR OTHER REVIEW BOARD, I
QUANTITIES [IF EARTHWORK COULD VARY FR@I
THAT STATED DEPENDING UPON VARYING SOIL
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, `OMISSIONS, OR VIOLATIONS [IF THOSE ORDINANCES, STAN-
DENSITIES AND ON THE DEGREE OF SITE PREPA-
RATION ACTUALLY PERFORMED IN THE FIELA
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION,
IT IS THE INTENT OF THE ENGINEER THAT COMPLETED
LEGAL DESCRIPTION
GRADING LEAVES EXPORT T� �
�
�
PADS BE
PARCEL 2 AND A PORTION OF PARCEL 4 OF PARCEL
� i WI BE ADJUSTMENTS MAY BE NECESSARYs
MAP ND. 10930, IN THE UNINCORPORATED AREA OF
SUFFICIENT NOTICE MUST BE GIVEN TD THE ENGINEER
SO THAT ADJUSTMENTS MAY BE MAID PRIOR TO
THE COUNTY OF KERN, STATE OF CALIFORNIA AS PER
COMPLETION OF GRADING 1J°R".
MAP RECORDED SEPTEMBER 23, 2003 IN BOOK 53 PAGE
35 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY, REAR
P.L,
v f
i
%
i �� `v
SAP
t;��• � BUILDING
�
PAD
� <.
VAR•
FRONT P.L.
Drawing File: FSGRD6453
01/18/07
TYPICAL LOT GRADING
U.S.G.S. DATUM
TOTAL ACREAGE
BENCH MARK USED,
TOP STONE WITH ' +' IN CENe BEING THE NE
CDR SEC 13 29/26 AT THE CL INTERSECTION
OF RIENA AND JEWETTA
U.S.G.S. DATUM
TOTAL ACREAGES 85.43 GROSS AC.
TOTAL LOTS: 318 BUILDABLE, 1 SUMP
S ❑IL CALCULATI ❑NSA
CUT 119,76711 GY.
FILL 79,698.52 GY.
SHRINKAGE 17,%5.07 C.Y.
SUBSIIENCE 21,592.07 C.Y.
PHASE OF CONSTRUCTIDN
ALL UNITS TD BE GRADED SIMULTANEOUSLY
NOTESt
SIDEYARD SLOPE TO BE 2% FOR 10'
OR TO PROPERTY LINE AS SHOWN
ALL LOTS TO BE GRADED ACCORDING
TO THE TYPICAL DETAIL UNLESS OTHERWISE
OTHERWISE INDICATED ON THESE PLANS
FINISH GRADING & SWALES TO BE
COMPLETED BY BUILDER AT TIME OF HOUSE
CONSTRUCTION.
PADS TO BE GRADED FROM FRONT TO
BACK AT .5% AT ROUGH GRADE
2•
C
owl i
AD,
PRO
TYPICAL STEP SECTION
@TRACT BOUNDARY
OPERTY/
OQ�
�O
14 13
12
11 10 9 8 7 6 5 4 3 2 1� 1191
iS m m
CNN
�J JJ
36
37
0
�s-
�1
Sri
6s
.s
a
TYPICAL STEP SECTION @
SIDE YARD AND BACKYARD
LANDSCAPE
D EASEMENT R.O.W.
i f FL
2'
BENCH
� 6' BLK WALL
i
I LANDSCAPE
� LOT
211 MAX.
TYPICAL STEP SECTION BACK
YARD AND----- LANDSCAPE E2er7MNT.
ill
110 109 108
107
106
105
104
119 120 121
122
123
124
88 89 r72 71
70
69
68
93
88
180
LF
Cy
�1`�91J
O�
s
�09d
�3
�1
IW
Z F__4
VARIES
24 MAX.
TYPICAL STEP SECTION
SIDE YARD @ R.O. Wo
E E'
R
6' WALL
i
SUMP PAD
TYPICAL STEP SECTION SIDE
YARD AND SUMP
SCALES 1,v = 200'
POTEi ILL ELEVATIONS ARE +300'
KEY MAP
I /
163
60 /
IIECORD DRAWING °
C PE-CTIONS BY.
DATE /'/•4' 7-12
pey
l�
K r- rnn nr- cNrr
102
103
104
105
106
107
108
109
86
87
88 89 r72 71
70
69
68
93
88
89
90
9146. 92
93
94
95
96
97
98
99
100
101
65
I /
163
60 /
IIECORD DRAWING °
C PE-CTIONS BY.
DATE /'/•4' 7-12
pey
l�
K r- rnn nr- cNrr
102
103
104
105
106
107
108
109
86
87
88 89 r72 71
70
69
68
67
66
52
53
54
55
56
57 58
59
60
61
62
63
64
65
s=
I /
163
60 /
IIECORD DRAWING °
C PE-CTIONS BY.
DATE /'/•4' 7-12
pey
l�
K r- rnn nr- cNrr
102
103
104
105
106
107
108
109
110
(TITIMI 6289)
PROJECT SIT
gS�I�T TR. 6 fs
` TYP. TYPE 'A' CATCH BAM PER f;QB STD D-14
M SMW SM PIPE AS IVCM
ST2 CITY MRWACVT E1rASDCVT PER = STD ST -13
(70 Jr CWT LAP EXISTS AS t670)
t--- CENTER LINE STREET SLOE
GB GRADE Bic = = 6' SOCK wALN..
CR RETURN s s STS! w"
Ep EXISTING PAVNENNT SLOPE SECTION DETAIL
pRC PT OF REVERSE CAVE A'
PT 13F VERTICAL CURVE
10 20 20 10 Hi
STREET WIDTH
p
IVG
TRANS TRANSITION LOT GRADING
FLOW LINE
SLOPE IF FLOW LINE
PAD LOT PAD OVATION
W6$ fs o.
s
b-
cU
w
A
� eC
CD
�ry
d-
o Z
o W
J
Q
C--:)j
� TRACT No. 6453 —UNITS 1 & 2
i e ch� [1SA
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327 -8492 FAX 327 -8493
GRADING PLAN
ROBERT E. SMITH RCE 35473 DATE
JOB ND. - 04 -136 SHEET 1 OF 7 SHEETS
CW lk- -UHL �.ALVLJKNIA DUALIJIM toumt,
CONCRETE FOOTINGS SHOULD BE ..ACC-o.RD-A
ACCORDANCE WITH KERN COUNTY STANDARDS# K* E,. VITH TER, 70
f TE VITH A
.-T ENT-DEPTHUF AT LEAST 3 BEET.. FOCTING. j4-.-j,.TH 'ACES, OF. ALL -CUT AND FILL SLOPE$ SK&L BE PLAN D
E
REMOVED .Q AN 15
'DIG AREW,
ELEVAT 'BY'NE S ANY OTfO IRJRXD GMUNDCOVER lN ENOUS TI) THE'
,IONS: OR AS 'RECUM.W*W'D (JILS D. -NEER-,
S.H.OULD DE REMO E R rwof Mr- f-MMI TAWr UM' TW
'Eam rwulevqu qrul rrf
SOILS ENGINEER, 15,r -THE,DEsiGN -EWC NEER SHALL �XERCISE'.SUFFICIENT SUPERVISOR CONTRDL 16
..,...,STRUCTURES VED IN ACCORDANCEVITH TH
4 13 12 It 10 9 8 7 6 5 4 3 2 1 1. �8E
-N
t (� 89 90 9� �92 93 94 95 96 97 98 99 100 101
l;E
-14w&0,q%j- up-44w 's�ww".ww WWI-
fHL nZ;MfM LA4AVAllUP4.*.%. )MULD Vt,: 0Mi.,jw.lLLr_lJ W -lirl Qtw&l'wL^v-v wwNf \�7
17
4h.
PLANSs SPECIFICATICKAND. 'CODE WITHIWKS' PURVIEW$
SUM= STM SUM
THE R SMLS SST TEU 169 &L
011PE DURK VV WINTM - ME*TRSo BECOW VERf - DW
rUMER. SPECIf ICATIONS#
19
-OF I THE. SOIL. -OPERATIONS -ACCMMKE -VITH. THE MANUFAC.
THE ABS•ORP�TION'CHARACTERISTICS: EARTHWORK,
114
MWT-14S. MAY SQL -F Of EWIP"T WHE* NOT I*
.. E, C bPd
NOWTER VERY MOISTo-IK
BFMED., "IW M14TER. STABLE 17, VOW CREVS SM OF
PE RF UA.95
NC ,.._,,jET 20 MAY REQUIR REMOVAL� TO. GRADE A STABLE BUILDING, ..USE* NC F-JWK . �.;. H BE
S1311S WHIC14 E 115
A
COOMSTING [IF PLACEMENT OF oy. \joW VITM# E)qS-Tl* CITY RIG14., -OF WArY WILL 'I
FWMTM& PREUECT &ITE WINTERIZATIOU TOP STONE WITH IN CEN, BEING THE NE
OTECTING EXPOSED SOILS DURING THE CONSTRUCTION, STREET, HERMIT. TOP -KCSCM-MARKED *REPLACED 1-10-75' IN L.H,
AGGREGATE , BASE ,AND PR CDR SEC 13 29/26 AT THE CL INTERSECTION.
BEING T HE 14V CORNER SEC 13 a9/36 AT THE
A NOTES P14ASE S1401JLD BE PERFQRMEDs. .19�, US,
OF RIENA AND JEWETTA
CL INTERSECTItH OF RIENA AND ALLEN 3
6 r*tjT A*rlmuc, or R . nou Suns ti n ur ppr-4zrVT BORING ALL SITE ANY WORK ON Tff PROJECT (1-8W-227"2W). y I
13
1113 112 111
110
109
108
107
122 1 123 124
125
126
127
!I � I
102 103 104 105 106 87 86 85 84 83 82 81 80 79 78 1
101 100 99 98 97 96 95 94 74 75 76 77 11,
-402 10J. , IN 105 IM 107 10.8 109'
ito
tl
124 12• 12-2 121 120 119 118 117 116 115 1-14 113
112
125 4 126 127 128 129 130 131 132 133 134 135 136 137 138 139
?4
BAKERSFIELD 93 L
-N STREET PERM T S�ALL BE, DITAKD. FROM T14E CITY OF
s AND a9SERVE EARTHWORK. 20. AN OPE 373.92 mm ST* UK 73
DL-PE: wLNT STREET RIGHT OF WA 'PERFORMED WITHIN EXISTING 24 �5 __T MONNN40 SW STREET
CLEARING AND GRADING OPERATION TO TEST ELEV. 364 ELEVt
CONSTRUCTIOk. THIS TESTING. AND OBSERVATION IS AN •INTEGRAL PART OF -OUR PUBLIC WORKS DEPARTMENT FOR ANY� VORKS
Y4. UNL SS. SECURED BY A SUBDIVISION AGREEMENT) US.G.S. DATUM 59 1.19
upoff ACCEPTED ST RE US-G,S. DATUM
SERVICE Ag ACCEPTMM 'OF" EARTH 26
JAL AND THE STABILITY ENGNEERES. ESTIMATE FOR T H- 80 81 82 83 84 85 86 87 88 )o 91
E WORk
COWACTION OF THE MATER OF THE MATERIAL, THE SOILS SECURITY 'BASED ON AN APPROVED, 89 92 70 69 68 67 66 12 11 io 9 8 7 6 5 4 3 2 1
71
W VA' Nff INMAKEAS RED.S, L BE' 72 .`''''
rw
MHED WITMN '78 uo
.:E INEEk MAY REJECT W -MATERIAL THAT DOE& NEIT MEET 24WTION, A
PR 'ED PRIOR 58 61 ME—
IONS OF.THIS REPORT' :ARE OVM, M ISSUANCEOF -APERNIT, __ }.
27
uwt aw
TW%MMM aF'TW NATML PMLUTANT
STABILITY REQUIREA THER RECOMMENDAT
C�NTSo FUR
SUWTM TAT EARTWWOR C-OftTRWTIEN, WL SOJECT TIT 77
TEI THE AS 21-s-, IF THE PEJECT' 1S 62 47
DISCHARGE ELIMINATION 57 48- 4tJ 5D -0 6' 62 63 64 14
CONFORM IN THIS S�CTION AND. THE SYSTEM (WDE S)i A.."NOTICE -OF INTENT NOI) TO -COMPLY 51 52 53 54 55 56 57 58 59 6 65 13. 15 16 144 1.43
C ORM TO R.,ECOMNEN.DATIGNS SET I, Ill-Or . I : i
63
YAL MM v 6
76
STEW" VATER"
T14E TEM' TtC bM
ENGINEERED FILL. - SECTS; M'MSMART
ASSOCIATED WITH CONSTRUCTMN ACTIVITY -(WQ ORDER NO, 92-08-DWO) MUST IE 4�6- 142
64 ITT* III-
55
45
FILED V!TH �&TAT VATM DT' ACTrv`M,, L
65 74
Evow SrAR ROAD
nrfU tl0r,10 TUAT A (%TrlbU- U, ATrD 41
L;UMtpUAML Wilti IM ULMMM rLF*rUl,:
3 53 73
T FMLL I rwimt 66 45
Ot
CAW
BE Rv ww% y M t
.1
ERED F L L -AVAILABLE FM PUBLIC INSPECTIW. milumi NORML 32 42 41 4-0 39 38 37 36 35 34 33 32 31 30 29
OUT, AND ALWAYS, BE 7
TW FILL SOILS ARE PREDOMINATELY', SILTY SANDS, AND SANDS, 43
.SITE NATIVE AND w
Phi CIM, 2tELT 4
Tw - -V"--
FTLL., PRM. = Twy mos, . . .w .
VILL BE. SI-A.4--r-ABLE REUSE At "Ir r-1 �r A I A M r"" A f""
X, 33
28 27 26 25 24 23 22
1. _4
19
14 141
20 140
147
111111111 1 Mai
ENGINEER'S STATMENTj
I HERE 'S STATE THAT THESE PLANS A14D SPECIFICATIONS COMPLY WITH
CITY OF. BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERI.Al
AD VI-
AND THAT THEY INCLUDE ALL 1WR[IVEMENT REQUIREMENTS OF THE
SORY AGENCY OR OTHER REVIEW BOARDI
I At4 RESPONSIBLE FOR ..ALL CALCULATIONS AND DRAWINGS. ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN-
DARIDS,,4, AND DESIGN.- CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.-
LEGAL
PARCEL .2 AND A PORTION. OF PARCEL 4 OF PARCEL
MAP I NO, 1-0,93-0, IN THE UNINCORPORATED AREA OF
THE -COUNTY OF KERN, STATE O CALIFORNIA AS PER
'MAP RECORDED SEPTEMBER .23) 200-3 IN BOOK -53 PAGE
35, aF PARCEL RAPS, IN THE OFFICE OF THE COUNTY REAR
RECORDER DF SAID COUNTY,
NOTES
I, 24 Ham. NOTICE WILL BE REQUIRED- FOR TESTS AND INSPECTIONS,
2, ALL COMWTION TESTING SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER
AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINE D
BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
3, AN *S' SHALL BE STAYED ON FACE OF CURD INDICATING LOCA- TION OF SEVER LATERAL.
4, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS
NOTICE 326 -3049
5, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL UNDERGROUND IMPROVEMENTS, ENTS, WITHIN THE AREA OF THE
STREET RIG14T OF WAY, HAVE BEEN COMPLETED PRIOR TO THE
START OF ANY CONSTRUCTION OF. PAVING,
6, WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIBS
AND STREET LIGHTS SHALL BE INSTALLED AT THE
EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN
INDICATED' ON THESE PLANS, THE CONTRACTOR SHALL
ENSURE THAT ALL LINTS SIGNS ARE PROPERLY INSTALLED.
7. SIGN PANELS SHALL BE MOUNTED ON, PMTS' i vl i. ITi i HAW`KINS M2G
SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL,
ROADSIDE SIGNS INSTALLED PER STD, T•-19 SHALL BE, LOCATED
WITHIN SIDEWALK 6" FROM BACK.
O. ASPHALT.-CONCRETEj ASPHALT CONCRETE SHALL BE TYPE T AND
SHALL CONFOW Ta THE PROVISIONS lt4 SECTION 39, "ASPHALT C -
CRETE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PRA~
VISIONS.
9, ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT' SMALL BE
BAEKFILLED AND COMPACTED PER CITY STANDARD ST -22,
10, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BWRSF'I£L.D PUBLIC WORKS DEPARTMENT PRICK TO ANY WORK BEING
PERFOMED WITHIN EXISTING ACCEPTED STREET RIGHT --OF -WAY, UNLESS
SECURED BY A SUBDIVISION. AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEERS -ESTIMATE FOR WORK PERFORMED WITHIN THE
RIGHT -OF" -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE
OF THE PETIT
AGGREGATE FOR TYPE It ASP14ALT CONCRETE- SHALL CONFIRM TO THE
REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING,
AS SPECIFIED IN SECIT N 39- 2,022,. AGGREGATE', OF THE STANDARD SPECI-
FICATIONS:
WHEN. DfCT£D : BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY
OF THE GRADING. REQU "ENTS IN SECTION 392 -,02 'AGGREGATE', OF THE
STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TA-
PERS AND UTWR AREAS WHERE THIN LAYERS ASPHALT CONCRETE ARE
-C
BEING CUNSTRT£R
ASPHALT CONCRETE TYPE ''B' SHALL HAVE A BITUMINOUS BINDER IF PAVING
GRADE ASIIHALT OF AR 4000 VISCOSITY GRAlt, UNLESS OTNERW ISE. DIRECTED
BY THE CITY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN
IN THE TABLE FOR 'STEAM - REFINED PAVING ASPHALT' IN SECTION 92 -1,02,
''GRADES', OF, THE STANDARD SPECIFICATIONS.
PRIOR TO COMMENCING WOW ON THE PROJECT, THE CONTRACTOR SHALL
PROVIDE TO THE :CITY .ENGINEER THE FOLLOWING I"ORMATIONi
THE AGGREGATE AND ASPHALT SOURCE
b, DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39 -2,02
'AGGREGATE', OF THE STANDARD SPECIFICATIONS, MATERIAL.. SIEVE
.ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER
THAN SIX (6) MONTHS, THE OTHER TEST RESULTS REQUIRED IN
SECTION 39-2,02) 'AGGREGATE *3 OF THE STANDARD SPECIFICATIONS
SHOULD NOT BE OLDER THAN ONE (1) YEAR.
c, AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST
567, THE LABORATORY TEST RESULTS ON .'WHICH THE DESIGN IS
BASED SHALL BE INCLUDED FOR REVIEW, THE ASPHALT CONCRETE
a' MIX SHALL ALSO MEET THE REQUIREMENTS OF SECTION 39-2,02,
'AGGREGATE', OF THE STANDARD SPECIFICATIONS. IF THE SUBMIT
DATA SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME
AS WHEN TW DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO
THREE (3) YEARS OLD,
THE ASPHALT BINDER IN, THE CONCRETE SHALL . BE FOUR AND ONE-HALF
PERCENT (405*D -M FIVE AND EIGHT-TENTHS (5,8 %) BASED ON THE WEIGHT OF
THE DRY AGGREGATE ONLY,
THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO'
OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (fil) AND EIGHT PERCENT
PAVING JOlfiS. SHALL MATCH STRIPE LOCATIONS,
IF THE FINISHED SURFACE [IF THE ASPHALT CONCRETE DOES NOT MEET
THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE DROUGHT WITHIN TOLERANCE
BY EITHER:
a, ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH
FOG SEAL. COAT ON THE ' AREAS WHICH HAVE BEEN GROUND),
b. RENAL AND REPLACEMENT, OR
c. PLACING AN OVERLAY : OF ASPHALT CONCRETE. THE METHOD WILL BE
SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE
AT THE CONTRACT'S EXPENSE, IF USED) THE FOG SE.. COAT SHALL
BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS
'DIRECTED BY THE CITY ENGINEER,
IF :ABRASIVE GRINDING IS USED TO BRING THE FINISHED . SURFACE TO SPE-
CIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SK4L.L BE -PERFORMED AS
NECESSARY TO -EXTEND THE AREA - GROUND IN EACH LATERAL DIRECTION SO
THAT THE LATERAL LIMITS OF GRINDING ARE ArT A CONSTANT OFFSET FROM, AND
PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LON-
GITUDINAL DIRECTION SO THAT THE" GRINDING BEGINS AND ENDS AT LINES NOR-
MAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA, ALL GROUND
AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACEAPIAR-
ANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENT IN THE
FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42 -2.02,
"CONSTRUCTION ", 'OF* THE STANDARD SPECIFICATIONS,
WHERE 'THE. COMPACTED THICKNESS IS 015 FOOT OR LESS, HALF WIDTH
SURFACING OPERATIONS SHALL BE . -CONDUCTED IN SUCH MANNER THAT, AT THE
END'OlF EACH DAY'S WORK, THE DISTANCE. BETWEEN THE ENDS OF ADJACENT
SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE
FOLLOWING DAY OF NORMAL SURFACING OPERATIONS, ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF
EACH LAN£, . HAD- - RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS,
KRAFT PAPER,. -OR CITHER APPROVED, BOND B AKER, MAY BE PLACED UNDER
THE CONFORMS TO FACILITATE 'THE REMOVAL OF THE CONFORMS, WHEN PAVING
—RATM RESUME. ,
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED ALL BE CLOSED
TO. PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER NATE�-
RIAL ONTO- EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUC-.
TIO
A. PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACE-
MENT OF ASPHALT CO CRETE,
INTERSECTICNS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRE -
CTED BY THE CITY ENGINEER, AT ROAD CONNECTIONS AND PRIVATE DRIVES,
SHOWN ON THE PLANS .AND AS DIRECTED BY THE CITY ENGINEER, ADDITIONAL
ASPHALT CONCRETE SURFACING -MATERIAL SHALL BE PLACED AND NAND RAKED,
IF NECESSARY, AND COMPACTED TO FORM SMOOTH; TAPERED CONNECTIONS,
THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (97%)
OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COFACTOR PER
CALIFORNIA TEST 304,
THE FIELD DENSITY ' COMPACTED ASPHALT CONCRETE SHALL BE DETER-
MINED BYE
A PROPERLY - CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE
FIELD, OR
b, ASTM D1188 WHEN SLABS OR. CORES ARE TAKEN FOR LABORATORY
TESTING, ZINC STEARATE - MAY BE SUBSTITUTED WITH PARAFFIN,
IN CASE OF DISPUTE, METHOD 2 ABOVE SMALL BE USED,
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT
THE RELATIVE DENSITY IS 'BELOW NINETY -FIVE PERCENT C95&), BUT ABOVE
NINETY -TWO AND NINE-TENTHS. PERCENT (92.9Z), THE CONTRACTOR WILL BE
ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND
THAT HIS MATERIALS, -OR PROCEDURES, OR BOTH, NEED ADJUSTMENT, ASPHALT
CONCH SPREADING OF RATIONS SHALL NOT CONTI E UNTIL THE CUMAC-
TOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE
MAC IN ORDER TO MEET THE REQUIRED COMPACTION $
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT
.THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (93X), THE
ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND RE-
PLACED.
WHERE THE COMPACTED THICKNESS IS MORE THAN 015 FEET, THE CONTRACTOR
SHALL SCHEDULE HIS PAYING OPERATIONS SUCH THAT EACH LAYER CIF ASPHALT
CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK
SHIFT. AT THE END OF EACH WORK SHIT, TNE DISTANCE BETWEEN THE ENDS OF
THE LAYERS OF ASPHALT CONCRETE UN ADJACENT LAVES SHALL NOT BE GREATER
THAN TEN (10) FEETr . ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG
THE .TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED
LONGITUI N .. EWES 'BETWEEN ADJACENT LANES; HAND RAKED) AND COMPACTED
TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND
BREAKER,' MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE
REMOVAL OF THE FEATHERS WHEN PAYING OPERATIONS RESUME
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WOKS DEPT. FOR AN' WORK PERFORMED WITHIN EXIST. ACCEPTED STREET
R,O,W, UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT .BASER ON, AN
APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE
R.O.W. SHALL BE POSTED PRICK TO ISSUANCE OF THE PERMIT,
ARTERIALS AND COLLECTORS BASE MATERIAL. IN ROADS SHALL BE CRUSHED AGGREGATE
BASE" (CAB) CONFORMING TO SECTION 200-~2.2 OF THE 'GREENBOOK, BASE MATERIAL
IN LOCAL ROADS SHALL BE EITHER CAB OR CRUSHED MISCELLANIOUS BAS£ (CMB)
CONFORMING TO SECTION 200.214 OF THE 'GR£ENBOW.
SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE
INDICATED BY (CA), (CA) INDICATES CALIFORNIA CODES,
R/
R/W
PAD � to 12'
18' ~~ 20' 18' r- 20'
10' - 12' 20' PAD
1/4 PER, 2'
I '
2'
1I4' # /
Typ,
#
1
.3' BELOW FL
ROUGH GRADE LINE
33' BELOW F
NOTES}
MAXIMUM CROSS FALL TO
CROSS
SECTION - 60 R/W
LOW GUTTER SHALL BE 0.5'
CITY OF BAKERSFIELD PLATE S-°27 - REVISED N.T,S,
SLOPE FROM HIGH GUTTER
TYPE
, � LOCAL STREET
SEE PLAN SHEETS
ToIl
R—VAL ___51
.25' A,C, OVER ,44' C,A,B,
OVER ,50' 957 COMP, O,G,
6' Kockwalt
typ•
ACI
SAWCUT 1' AND
MATCH EP, PER
CITY ENG,
mob
4 /'11 40%1
ALLE-N R [].A D COLLECTEIR
-7-: L
PLATE ST -16 — REVISED N,T,St
CRASS SECTION
T,I. 8_-_0____ R —VAL __
.40' A.C. OVER 41' C.A.B.
OVER 1.19' 95% COMP. D.G.
EX, PAVEMENT
455
DISTRICT
MAINT•
f
34' 5' g" 5' 4. " 1.3*
6' WALL
NATURAL
I _
.� LAND- EQUESTRIAN
SCAPINC TRAIL
SIDEWALK
ROUGH GRADE LINE./ ,
VEDA MEADOWS ROAD - COLLECTOR
PLATE ST -16 — REVISED KTSI
CROSS SECTI ❑N
T.I. _6,0_ R —VAL sl
.30' A.C. OVER .40' C,A,B.
OVER .80' 95% COMP, D.G.
I
49-64'
�'
' rt Ott tt - r _ — tattttttt��tt.
t t = ttf�t:ft°Itt�
w"ttl_~t�! = ftt,-�ttt— �'= ttt�tt
ROUGH GRADE LINE
DISTRICT
MAINT.
818" 4'4" 12'
f' WALL:
ft
fT.
' -NATURAL
LAND-- EQUESTRIAN
SCAPINC TRAIL
SIDEWALK
87'
RENFRO ROAD - ARTERIAL
■ R SEE PLAN SHEETS
PLATE 5 -27 — REVISED RTS,
CROSS SECTION
T,I, _8,5 R—VAL _si_
.45' A.C. OVER .44' C.A.B.
OVER 1.61' 95% COMP. D.G.
R/' F/L
45' - 491 71C
Igo 10' 11' 34' - 3 'w ,
8 1
6' blockwalt 1' SAWCUT EX PAVEMENT
tYp, A EME NT
AND MATCH
2' LANDSCAPE ' p W ��
BENCH-. AREA
R
PAD
1!4' PER. FT, --
.. N • 4 � y4 t 4
Iii •.' • • — ..�s,1:..� --'
CONST, TYPE. ''B' CURB & GUTTER
WITH 5,5' COMB, SIDEWALK PER
CITY STANDARD S-1 & S-3
*B.O,W, TO R.O,W, /EASE .NT -• 2% MIN.
NOT TO EXCEED 44 (TYP,)
ROUGH GRADE LINE
SEE PLAN SHEETS
CITY OF BAKERSfIELA PLATE S -27 - REVISED N,T,S,
COLLECTOR — REINA READ
T.T. 6sO R —VAL _. 51
.30' R.C. OVER .40' C.A.B.
OVER ,80' 95% COMP, O.G,
� TRACT No. 6453 —UNITS 1 & 2
GRADING PLAN
mi ec A
INCORPORATED
THE HA6ERFELDE BUILDNG
1424 17TH STREET
BAKERSTIELD,CA 93301
(661) 327 -8492 FAX 327 -8493
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0
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9 .d D
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G13 �'� � j� /• �,��� o/ � 54.85 � m° PAD . q � PAD 6. G13 .� ✓62.6
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56.36 tee, �i ' �,"� PAD � 'GUY �� � °` PAD sip �o``'° .. �0 6.29 5619 56.3 � o `57.3 6.54 O �3 66� .D 167 166 s32 160��0�° �o '�PAD2 IN
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58.29 \� o � 57.9J � ; � � '� � 18 3 16 8 ' 600�,� 6Z� 9.04
�� 191
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tix
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yd
A
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57.27
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JACKSON
LAKE
DRIVE
3 O�
14 S ils,u,L-T �a . �¢.� SALE
'RECORD DRAWING"
CORRECTIONS BY NOTE: ALL ELEVATIONS ARE +300'
DATE
TRACT N0. 6453
� GRAD
mi ch USA
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327 -8492 FAX 327 -8493
ING PLAN
iii
ROBERT E. SMITH RICE 35473 DATE
JOB N0. - 04 -136 SHEET 6 OF 7 SHEETS
S/ml"'T v7
-6 0� 7 ,
0
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0
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1 4, N 3b.29� zzs4•
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09 �' . � � „ea� E- 154 ; 5s.o 5s.2 o� G PAD W 27
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cli
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54.33 �,ti. SAD �. 54.50 o�� ��� � 46 24'Ap., 5s.5 56*8 1`� z``� 4
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53.85 9� �,e � 5s.3 37 57.3 43 189 59.8✓ 157 ,� �, s3.2 150 � �
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m �� Bps 57.6 `� `'�` �� PAD 158 �o�� s���'�� �o� n,�D G13 , c
G13 �'� � j� /• �,��� o/ � 54.85 � m° PAD . q � PAD 6. G13 .� ✓62.6
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56.36 tee, �i ' �,"� PAD � 'GUY �� � °` PAD sip �o``'° .. �0 6.29 5619 56.3 � o `57.3 6.54 O �3 66� .D 167 166 s32 160��0�° �o '�PAD2 IN
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9 41 e .sa�z a p, . o Q, `9 `b � `s°
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G ,s�, �,. PAD � O h & , PAD 6° s PAD P c 62.6
58.29 \� o � 57.9J � ; � � '� � 18 3 16 8 ' 600�,� 6Z� 9.04
�� 191
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58.03 05 8 ��I,
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STATION Exp
tix
FG0q
9s` �Fo
s
yd
A
67
G
57.27
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�heG o 172 �`
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83
9z0 57.5 _a � DAn
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`0P 60.1
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179
�3
all 84 lllj�
PAD
60.1
59 09
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26 � � 24
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63.6 63.4 E) L \O 9 63.1
29
PAD
63.6
JACKSON
LAKE
DRIVE
3 O�
14 S ils,u,L-T �a . �¢.� SALE
'RECORD DRAWING"
CORRECTIONS BY NOTE: ALL ELEVATIONS ARE +300'
DATE
TRACT N0. 6453
� GRAD
mi ch USA
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 93301
(661) 327 -8492 FAX 327 -8493
ING PLAN
iii
ROBERT E. SMITH RICE 35473 DATE
JOB N0. - 04 -136 SHEET 6 OF 7 SHEETS
S/ml"'T v7
-6 0� 7 ,
m �r
�i
7
ow
Co"Wzlzo" - 7—
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