HomeMy WebLinkAbout1621 DERRINGER LN (2)LEGEND:
32ft TC TOP OF CON^,BETE CURB
32ft
FS FINISHED CONCRETE SURFACE
AC ASPHALTIC CEMENT PAVEMENT
FL FLOW LINE
\ \
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CIDFG FINISHED GRADE OF SOIL OR A.C. PVMT
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R I PRAP 1 1 1 t I t I 1 o I1 I1I I1 t, py� PROPERTY LINE
TL CENTER LINE
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/ / , / / I I J 1 ► r ;; 1 I COMPRESSORS I J I I I 1 h I I I I I N I i , z I /
c � FINISHED CONCRETE SURFACE
CONCENTRATED FLOW LINE
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1 N L ' I ► I 1 I , i 1 I I I r 002F- EXISTING CONTOUR ELEVATION
I IC)I I I ► I I 1 /1 I , I I I I I I I
/ ' ' / 1 I ► v 1 1 I I I 1 1 I I I `: t I I I 102.20 PROPOSED ELEVATION
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102— PROPOSED CONTOUR ELEVATION
LEI 10 INSIDE DIAMETER EIDLN
/' ' /' /' ' / ' / /' ,' ' / r ► 1 I I I ' I I I I I I I I 1tt I 1 I LL
I I LANTER ICV R 'D OD OUTSIDE DIAMETER
w 1 I I I I S C N D' F 0 i R 1 I\ It 1 I t I r t 1 1 1 I CONCENTRATE FLOW
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RETAINING WALL
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GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE,
' �- �'� ����� p
"THIS PLAN HAS BEEN REVIEWED
AND IS DEEMED TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS J `S
IN OUR REPORT(S) DATED ------------- PROJECT N0.___-_,� t, Z
REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY rn
WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, ,� ry r�f'►7
MEASUREMENTS, C CULATIONS, OR ANY PORTION OF THE DESIGN."
REVIEWED BY __ _____ _ RGE NO.--- t���(�, �� �J
PLAN PREPARED BY:
C.T.K.,INC.
Civil Engineers and Land Surveyors
8880 Benson Ave., Suite 100
Montclair, California 91763
(909) 949-1791 (FAX) 949-8433
d; -- 01, 2
RCE 13669 DATE
TOP OF SLOPE
TOE OF SLOPE
—G—
GAS MAIN
—W—
WATER MAIN
—S—
SANITARY SEWER
—E—
BURIED ELECTRICAL CONDUIT
—T—
BURIED TELEPHONE CONDUIT
—CTV—
BURIED CABLE TV CONDUIT
—SD —
STORM DRAIN
WV
WATER VALVE
WM
WATER METER
FH
FIRE HYDRANT
GM
GAS METER
SMH
SANITARY SEWER MANHOLE
PP
POWER POLE
SL
STREET LIGHT
CO
CLEAN OUT
I P
IRON PIPE
LP
LAMP POST
SDMH
STORM DRAIN MANHOLE
RCP
REINFORCED CONCRETE PIPE
CLF
CHAIN LINK FENCE
ICV
IRRIGATION CONTROL VALVE
ICB
IRRIGATION CONTROL BOX
GP
GUARD POST
WI F
WROUGHT IRON FENCE
HEIGHT OF EXPOSED RETAINING
WALL IN FEET
BSL
BUILDING SETBACK LINE
FLOW LINE
---
PROPOSED CONCRETE PAVEMENT
SCALE:1"=10'
LEGAL DESCRIPTION:
LOT 10 TRACT NO.24046
PREPARED FOR,
MR. PREDEEP G. SHAH
1621 DERRINGER ROAD
DIAMOND BAR, CA. 91765
SITE ADDRESS,
1621 DERRINGER ROAD
DIAMOND BAR, CA. 91765
AS -BUILT GRADING PLAN
IN THE CITY OF DIAMOND BAR
DRN OYs CWT MY, SCALE- VOW DRAWING NUMBER
DATEt REVrSb+ JOB NO.
H
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1,
2.
3,
4,
5.
6.
GRADING AND GENERAL NOTES
ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DIAMOND BAR HILLSIDE MANAGEMENT
ORDINANCE NO.7 (1992), THE UNIFORM BUILDING CODE, 1997 EDITION AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
GRADING PERMIT AND AN APPROVED SET OF PLANS SHALL BE ON THE JOB AT ALL TIMES.
NO WORK SHALL BE STARTED WITHOUT FIRST NOTIFYING THE CITY ENGINEER.
ADEQUATE BARRICADES, LIGHTS, FLAGMEN, SIGNS AND OTHER SAFETY DEVICES SHALL BE
PROVIDED AS SPECIFIED BY THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION.
EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE
GRADING OPERATIONS. THE STREET RIGHT -OF- WAY SHALL BE CLEANED UP DAILY AND AS
NECESSARY TO MAINTAIN PEDESTRIAN AND VEHICULAR PASSAGE OVER THE PUBLIC
RIGHT-OF-WAY AT ALL TIMES.
THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS BEFORE
THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING:
a. PRE --GRADE MEETING: WHEN THE PERMITTEE IS READY TO BEGIN WORK AND BEFORE ANY GRADING OR
BRUSHING IS STARTED, THE FOLLOWING PEOPLE MUST BE PRESENT- OWNER, GRADING CONTRACTOR,
DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, BUILDING OFFICUIL OR THEIR REPRESENTATTVE.
b. TOE INSPECTION: AFTER THE NATURAL GROUND IS EXPOSED AND PREPARED TO RECEIVE FILL AND
BEFORE ANY FILL IS PLACED.
C. EXCAVATION INSPECTION: AFTER THE EXCAVATION IS STARTED AND BEFORE THE DEPTH OF EXCAVATION
EXCEEDS 10 FEET.
C1. FILL INSPECTION: AFTER THE AREA TO RECEIVE FILL HAS BEEN PREPARED AND INSPECTED BY THE
SOILS ENGINEER.
E, DRAINAGE DEVICE INSPECTION: AFTER FORMS, STEEL, AND PIPE ARE IN PLACE AND BEFORE ANY
CONCRETE IS POURED.
f. ROUGH GRADING: WHEN ALL ROUGH GRADING HAS BEEN COMPLETED.
g, FINAL INSPECTION: WHEN ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND
OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND THE "AS -GRADED" PLAN AND REQUIRED
REPORTS HAVE BEEN SUBMITTED AND APPROVED.
THE PERMITTEE .TALE
WORK"
7, SUFFICIENT TESTS OF SOIL PROPERTIES. INCLUDING SOIL TYPES AND SHEAR STRENGTH SHALL
BE MADE DURING GRADING OPERATIONS TO VERIFY COMPLIANCE WITH DESIGN CRITERIA. THE
RESULTS OF SUCH TESTING SHALL BE FURNISHED TO THE BUILDING OFFICIAL UPON
COMPLETION OF GRADING OPERATIONS OR WHEN NECESSITATED BY FIELD CONDITIONS UPON
REQUEST OF THE CITY ENGINEER.
8. THE GRADING CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT VERIFYING THAT WORK DOME
UNDER HIS DIRECTION WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND
REQUIREMENTS OF CHAPTER 33 OF THE UNIFORM BUILDING CODE OR DESCRIBING ALL
VARIANCES FROM THE APPROVED PLANS AND REQUIREMENTS OF THE CODE.
9. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
10. DUST SHALL BE CONTROLLED BY WATERING.
11. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF
GRADING OPERATIONS.
12. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS IN THE APPROVED GEOTECHNICAL
REPORT, PREPARED BY SOILS AND GEOLOGY, INC. AND DATEQ--JAtA- 11 not
13. THE CONTRACTOR SHALL INCORPORATE EROSION CONTROL MEASURES WHEN DEEMED NECESSARY
BY THE BUILDING OFFICIAL. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION
CONTROL MEASURES TO BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR f'0
OCTOBER 1. THE CONTROL DEVICES SHOWN ON SAID PLANS WILL BE INSTALLED NO LATER
THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15.
14, THE ENGINEERING GEOLOGIST SHALL INSPECT AND APPROVE ALL CUT SLOPES.
15. PRIOR TO ISSUANCE OF THE BUILDING PERMITS, A SOIL EXPANSION TEST PERFORMED IN
ACCORDANCE WITH THE PROCEDURES OF UNIFORM BUILDING CODE STANDARD NO. 29-2 IS
REQUIRED.
Alto likig
AND DRAINAGE PLAN
L016 0
TRA N-00 24046
16. PRIOR TO PLACING COMPACTED FILL. THE SURFACE SHALL BE STRIPPED OF VEGETATION AND
THE SURFACE SCARIFIFfl TO A DEPTH OF 12 INCHES OR AS SPECIFIED BY THE SOILS ENGINEER
AND APPROVED BY THIN C11Y ENGINEER, BROUGHT TO OPTIMUM MOISTURE C(INTENT,
RECOMPACTED TO 90% MAvIMUM DENSITY AND INSPECTED BY THE GRADING iNSPECTOR AND
THE SOIL TESTING AGENCY.
17. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
a. ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE
UNIFORM BUILDING CODE.
18. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DENSITY, AND CERTIFIED 13Y
THE SOILS ENGINEER. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2
FEET VERTICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS
OF MATERIAL PLACED. AT LEAST ONE-HALF OF THE REQUIRED TESTS SHALL 13E MADE AT THE
LOCATION OF THE FINAL FILL SLOPE.
19, FILL SLOPES SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL AND SHALL BE
COMPACTED TO NO LESS THAN 90% OF MAXIMUM DENSITY OUT TO THE FINI'HED SURFACE. ALL
FILL SLOPES GREATER THAN 5 FEET IN VERTICAL HEIGHT SHALL BE GRID ROLLED TO COMPACT
THE OUTER 5" TO 8" TO AT LEAST 90% OF MAXIMUM DENSITY.
20, NO ROCK OR SIMILAR MATERIAL GREATER THAN 12 INCHES IN DIMENSION WILL BE PLACED IN
THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE
SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL.
P1. NO FILL SHAI I. SE PLACED UNTIL ST'RIPPINC. OF VFC"ETATION, REMOVAL 01 ' tTABLE SOILS
AND INSTALLATION OF SUBDRAINS (IF REQUIRED) HAVE BEEN INSPECTED ANE APPROVED BY
THE SOILS ENGINEER AND THE CITY GRADING INSPECTOR.
22, CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENTATIVE WILL
BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION OPERATIONS.
23. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER AND THE BUILDING OFFICIAL
OR HIS REPRESENTATIVE BEFORE ANY ADDITIONAL FILLS ARE ADDED.
24, ALL FILL SHALL BE CERTIFIED FILL AND SHALL BE CERTIFIED BY THE CIVIL AND SOILS
ENGINEER AFTER COMPLETION OF WORK.
25. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER.
26. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON- SITE SOILS SHALL BE
CONSTRUCTED WITH TYPE 5 SIX (8) SACK CEMENT UNLESS SULFATE -CONTENT TEST
CONDUCTED BY THE SOILS ENGINEER SHOW IT TO BE UNNECESSARY.
27, THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL BE RESPONSIBLE FOR THE QUALITY
OF THE WORK PERFORMED BY THE GRADING CONTRACTOR AND SHALL EXERCISE SUFFICIENT
SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW.
28. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CON'rROL DURING
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND
CODE WITHIN HIS PURVIEW.
29. ANY REVISION MADE IN THE APPROVED GRADING AS SHOWN1 ON THE GRADING PLAN MUST BE
SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL OR Hl� DESIGNATED REPRESENTATIVE,
30. PRIOR TO THE FINAL APPROVAL OF ROUGH GRADING THE CiviL ENGINEER SHALL SUBMIT AN
'AS -GRADED" GRADING PLAN FOR APPROVAL BY THE BUILDING OFFICIAL. THIS PLAN SHALL
SHOW ORIGINAL GROUND SURFACE AND AS -GRADED GROUND SURFACE ELEVATIONS, ALL
FEATURES SHOWN ON THE APPROVED GRADING PLAN, FINALi PAD GRADES, THE ACTUAL
LOCATIONS AND ELEVATIONS OF ALL SUB -DRAINS, ROCK DI�POSAL SITES, KEYWAYS, BUTTRESS
OR STABILITY FILLS AND ANY OTHER REMEDIAL GRADING, ANY VARIANCES BErIWEEN THE
FINISHED WORK AND THE APPROVED PLANS, ACTUAL YARDAGE MOVED (INCLUDING REMEDIAL
GRADING) AND A CERTIFICATION THAT THE "AS -GRADED" PLAN SHOWS THE ,,BOVE ITEMS. ROUGH
GRADING WILL NOT BE APPROVED UNTIL AFTER APPROVAL OF THE "AS -GRADED" GRADING PLAN.
31. FOR ROUGH GRADING THE: CONTRACTOR SHALL CONSTRUCT BERMS AT THE TOP OF ALL
MANUFACTURED SLOPES AS SHOWN PER DETAIL ON THIS PLAN.
32. FINISH GRADING WILL BE COMPLETED AND APPROVED AND SLOPE PLANTING AND IRRIGATION
SYSTEMS INSTALLED BEFORE OCCUPANCY OF ANY BUILDING AND BEFORE !-,ELEASE OF GRADING
BONDS.
33, THE UNDERSIGNED CML ENGINEER CERTIFIES THAT THIS GRADING WORK WILL BE SUPERVISE
ACCORDANCE WITH SECTION 3314 OF THE UNIFORM BUILDING CODE.
34. ESTIMATED STARTING DATE
ESTIMATED COMPLETION DATE
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
11 THE OWNER SHALL PROVIDE ONE SET OF ROUGH GRADE STAKES FOR THIS GRADING OPERATION. ANY
ADDITIONAL. ROUGH GRADE STAKES REQUIRED SHALL BE THE RESPONSI9ILr Y OF THE GRAOING
CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE DEVELOPER FOR ADOMONAL STAKES.
e, THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ROUGH GRADING SHOWN ON THIS
PLAN AS PART OF HIS 910.
3. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS 'PRIVATE ENGINEER BY CALLING (11109)
949-1791 AT LEAST 12 HOURS BEFORE COMPLETION OF GRADING OPERATION IN ORDER THAT THIS
OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT
TO THE CITY ENGINEER.
4. THE EXISTENCE AND APPobI I1: LOCATION OF UN0VftVMLVNAft OR Oftm I ON
THESE PLANS WERE DETMINED BY A SEARCH OF THE 011OW11LE PUBLIC RECORDS. OWNG
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILMES PRIOR TO COMMENCING GRADING OPERATION.
6. CONTRACTOR AWtEES TWAT HE SHALL ASSUME SOLE AND COMPLETE RESPCINSI@fiJTY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 'NOT BE UMITE1.+
TO NORMAL WORKING HORS: AND THAT THE CONTRACTOR SHAN.L DEFEND, INDEMNIFY. AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN
CONNECTION WITH THE PERFORMANCES OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
IN THE CASE OF EMERGENCY. CALL CARL T. KOfIRINS AT WORK PHONE N 242-1721 OR HOME
PHONE P (fg] I-9�.5+ .
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RNA' SEASON. NECESSARY MATERIALS SMALL BE AVAILABLE ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT.
EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHM THE APPROVAL OF THE CITY
INSPECTOR.
ALL REMOVABLE EROSION! PROTECTIVE DEVICES SHRILL BE IN PLAN AT THE END OF EACH WORKING
DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 4OX.
AFTER A RAINSTORM, ALL SILT AND DE@ft SHALL BE REMOVED FROM STREETS, CHECK 111ft AND
BASINS.
GRADED AREAS ON THE PEII'AIITft AREA PEIiISIET * MUST DRAIN ' illy M 114 PACt CO LOPES
AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILI
FACILITIES.
THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS
CONDITION.
THE PERMTTTEE AND CONTRA" ML INMI ?HE "ON COMMOL WN ft AND INSUft 7W
THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.'
Ilk I
cus
Ia'aW# i f
OF CAL 11� OF C
�I�U
..D j
17231 E. RAILROAD ST. 17231 E. RA ELL
FRANK C. STILLMAN CHUCK DOWD
iL S .
CITY OF INDUSTRY, CA 91748 CITY OF INDUSTRY, CA 91748
PHONE: (626) 964-2314 PHONE: 28) 9Fr4-2314
_ FAX: (626) 985- 380� F. 626) 985-3802
VIIU/� �N
G,E. 805 DATE C,E.C. ���/� DATE
OF COMPUANIM
THIS PLAN HAS BEEN REVIEWEE BY:
VICINITY MAP
%&,Mo AV> PrA
ANU UttMtU 1U Cit IN UUNrUh!MAN.;L DAIS yi/(V11
WITH THE RECOMMENDATIONS IN OUR
REPORT(S DATED-_&%.1/$6 '-MOJECT PLANS
NO. REVIEW WAS LIMITED TO THE
GEOTECHNICAL ASPECTS OF TH1' PLAN /cJ
ONLY. WE MAKE NO REPRESEN'"ATION AS
TO THE ACCURACY OF THE DIVENSIONS, f
MEASUREMENTS, CALCULATIONS, OR ANY
PORTION OF THE DESIGN.
fi�Irr �
R BY.. It.�G NO. wrr V
.r.x., Itle.
Civil Engineers and Land Surveyors
8880 Henson Ave., Suite 100
Montclair, California 91763
(909) 949-1791 (FAX) 949-8433
R.C.E. 1 M9 DATE
N.T.S.
P,CEI F/ D
L;:c, & ° ore!1 Ine.
LOT 10 TRACT IVO. 24046, DIAMOND BAR, CA
EU ARINADER
1418 E. 33rd STREET
SIGNAL HILL. CALIFORNIA 00807
1621 DERRINGER LANE, DIAMOND BAR, CALIFORNIA 91765
TITLE SHEET
THE aw or m
DRN BY: JR CHK'D BY: CK SCALE:1 - 10'
DATE: REVISED JOB NO. 1 OE 4
APPR,C�)cD FLAN
2 STORY FRAME
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T[]POGRAPHY _ _--SU VEY PREPARED BY:
LOREN PHILLIPS + ASSOCIATES
19305 BREA CANYON ROAD, STE, 130
DIAMOND BAR, CALIFORNIA
(909) 396-9636
FLAN 2'-O"
45�
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RIP-RAIk-
(SEE DETAIL)
DETAIL
HEAD WALL
I
I�
9 i A I
I 7 9
10 9
1 A
DETAIL_ 3
2
DRAINA&__ SWALE MUDIFICATIUNS
`��% I �` I I / J !/ ' I r 2 `'� ilr — — i rf ff f .�f r l l r rf rf f e r r✓7 / (A f / f &" 70 12" ROCKS
l A I
V ,., _ + \ BURRIED 6" INTO
12" GROUT
NOTE
RIP —RAP IS
i f f
_ B,. MINIMUM
2 .•,, ' y / J ' ,-- " — — ' _ , C_ — ` ���� �.1.66 , / f' /' f ; •f f r I I
ion
1
CONSTRUCTION NOTES' QUANTITIES'_ -
PLAN VIEW
FILE. VOILDS AROUN6 ROCK WITH
CONCRETE MIX
DETAIL: e
2
RIP RA
SECTION A -A
SECTION A -A
N,T,S,
ESTIMATED EARTHWORK
QUANTITIES .Y.
CUT
FILL
RAN 00
C.1.
...rn.
RAW FU.
.......
94A C.Y.
SHRINKAGE
C•T
IMPORT
/0 a C. Y
TOTAL. C.Y. 2 9 5 C.Y.
INT
10 INSTALL 1'-10" x 1'-10" x 2'-0" P,C,C, DRAIN '1 L hJ i�ICE tPPR drl�-arsl rrf
BOX WITH ALHAMBRA A-2017 TRAFFIC GRATE OM rim
1 EA, ° ` L.07 tO 1flACT N0.40+46, LIALaID LIAR, CA
2 CONSTRUCT 6" SD35 DRAIN LINE 250 LF
t�rs FLAN WAS RE���Ea e�: � RE��I1F� I
__-
L�.I AI�It
EXISTING 4' RAIL FENCE 1418 E. d �T DEC 200
A�! 61tINAl. MILL. CALIFORNIA !
4 CONSTRUCT 1 10" x 1 10 X 8 0 DEEP 2 EA, _ 10'
W
v
P,C,C, DROP DRAIN BOX WITH ALHAMBRA IMT1� O1�M THE RECMENDA11ONS IN Olt
J•talir�' vremara lt�.
A-2015 NON -TRAFFIC GRATE f - �'� 1b tt�FS ALAII RE I T(S CA1tD .1� U 101. PPOJECT ..�..
5 CONSTRUCT HEADWALL AND DIVERSION /� ! '� NO 14214 � .
F �1 I MEW WAS LIMI1M TO THE
a,: ' I,,,�r GEOTECHNICAL ASPECTS OF THE PLAN
WALL PER DETAIL 1 E A , `' * : Y IN ONLY. WE MAKE IBC? REP NTA710N NS 1L�11 LAL�IE, I3IIrr1�lCIMD II�AI�, CAUF4f�fIA 01►35
.� EtRING �,
6 INSTALL 6" x 6" x 6" TEE i EA. � ` *� ��Ist * ., ti� cnr+s- TO �,C,�AC.� � �E DIMENSIONS,
1� `'"•. of �a MEASUREMENTS, CALCULATIONS, Ov? ANY �s.�.r ll Li tte � dmwm
12" x 12" GRATE 1 EA. _ _ _� � ` � � ,` c ��a� , _ PORTION OF TWIT DESIGN. � � r
8 6" — 90° ELBOW 1 EA, "`__- 'I=s' GRADING PLAN
1/2"° DOWELS (TYPICAL) 3 EA,
IQ NEW 1'-0" CONCRETE CURB 13 L.F.
. _ F'RAt* C. 3" LLfMAN CMUO( DOWDELL
17231 E. RAILROAD ST. 17231 E. RAILROAD SST.
CITY OF Ihi W47RY, CA 91745 CITY Of INDUSTRY, CA 91746
°® %�� � �'' L?SET 1 " I.P.PHONE: �6 ) 964-2314 PHONE: (626) 964-2314
Q "- r ti
�.� 3173 F'D S&W PER TR# �04�. FAX: (!� ) 9S!f-3802 FAX- (626) 965-3842
L.S.
'OR 1�� r t ['• ON
ELEVATION = 1 50-0 � J'/ ! —Q/
�]% G.E. ON DAlt C.E.Q // Z DAZE
�.' rx, �.
ir�Errim err: R.r'��. ram. cat � t1r or
Civil 19ft0twt" WA LiNd gym
6880 *ftm Ate., guft 100 Lehi ap JR,..�, CRAM j&
"1.. �..1�:
M"MMt C011Iw 91763
90-l"I (PAX) 91-8433 Etm � RtmqeD� im no.— 2 OF.. 4
R.C:E. 13� bA'IL
rr►
Ir;
SECTION CREATED BY:
ELSW ORTH
D.ESI GN ASSOCIATES
701 PINE AVENUE
LONG BEACH CA, 90813
OF F I C E 562-951 5062
FAC91VILE 562-�951 -5063
------------------- 1249-----__--------------__-
--.----------------- 1237.5------r--____--
.---------------_----1221-' -----
leICI I i =1 I IE I El I I F SECTION A —A
SCALE: � � 4"
I �
I I IEIII=1 I Ed I I—i I F'
,11=1 I M I .=III=11 I =1 11.
I j
�I 1=1 11=1 I =1 11=II I I I I
11=LL 111
III—..1 I I_I 11_1 I I.-._.
— — — -------------------1200o G'
i I ' T�C1A
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I I i
I I
I
I I
0
11111 I'
I IIly--.DTI,:
I 11�.
Ell. I'
_-------------_.-____�...------_------------1221'----_---_.-
14211
FRANK C. STILLMAN
CHUCK DOWbtLL
17231 E.
RAILROAD ST.
17231 E.
RAILROAD ST.
CITY OF
INDUSTRY, CA 91748
CITY OF'
INDUSTRY, CA 91748
PHONE:
(626) 964-2314
PHONE:/•
(626) 964-2314
FAX:
(626) 965-3802
FAX- !
(62£) 965-3802
,� _ "ev) 4- . iq r
G.E. BO5 DATE" C.E.G. DATE
QSO�,q
A T. K9981 �
a.
of
,,ago
OF 03WUANCE LOT 10 TRACT NO. 24048. DIAMOND BAR, CA
THIS PLAN HAS BEEN REVIEWED 13Y: y ,. OBI H ~lei='( k�i.�
ELI AWNADER
1418 E. 33rd STREET 4
AN MEMO 0 B IN FO 4 VC t c�jl ,/ 51101�At HtL�, cA�i�c IwIA gall "/
WITH THE RECOMMENDATIONS IN OUR
REPORT(S) DATED FIRO+JECT oremru� inc.
NO, .,dg=y#12!_REVIEW WA LIMITED TO THE / _
GEOTECHNICAL ASPECTS OF THE PLAN
ONLY. WE MAKE NO REPRESENTA Ii ON AS 1621 DERRINGER LANE, DIAMOND BAR, CALIFORNIA 91766
TO THE ACCURACY OF THE DIMENSIONS,
MEASUREMENTS, CALCULATIONS, OR ANY 1> o K a W La ,,,,A to &, -
PORTION OF THE DESIGN.
GRADING PLAN
" n.
75- �o 4 12 - r 7 i "f
� By'. RAL NO. DIM � (*4 im CITY alp Immom BAR)
Civil Engineers and Land Surveyors
8880 Benson Ave., Suite 100 DRN BY: A CHK'D BY: CK SCALE. Z4"•1'-O"RAIN r ha
Montelair, California 91763
9 ii2�
X) 949'-8433 DATE:_ REVISED JOB NO. 3 OF 4
c-C 3 d
R.C.E. 13W9 DATE
1