BWFE2021-0074 Plan-compressedAPPROVED FOT? PF_RMI:I.71:NC:
PLANNING AND .7)410NING COMPLIANCE::
CHECKED AND RECOMMENDED
FOR APPROVAL BY.
GENERAL NOTES
ALL WORK` SHALL RE" DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF
L4 QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDJNAPNNCE
NO_ 467, LATEST EDITION.
THE CONTRACTOR SHALL OBTAIN ALL P>="RMITS AS REQIJII?EI) BY THE CITY OF LA QU1NTA
OR OTHER HER GOVERNING AGENCIES.
3, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APP1-2OXI,YAIE
WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, HE AGREES TO BE TULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED T3Y ILLS FAILURE TO EXACTS'`" LODATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
4. TFIE CONTRACTOR SHALL. B.F. RESPONSIBLE FOR THE REMOVAL., REP/.AC1 MENT OR
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SICAIS.
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPR^i/ED
BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND
LOCATIONS SHALL RE APPROVED BY THE CITY ENGINEER.
5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR SENCH MARKS
NOTED ON' THE PLANS, OR FOUND DURING CGNSTPLICTION. REMOVAL AND .REPLACEMENT
SHALL BE DONE RY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW
33,966, OR A LICENSED LAND SURVEYOR O.M_Y.
GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS
OF THE UNIFORM BUILDING ODES LATEST EDITION AND SOILS REPORT NO.58814-1-8 -01
DATED 72-14-88, PREPARED BY LE_IGHTON AND ASSOCIATES, TELEPHONE $79 5F8 i3:38.
8. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS JNSf-'E,CTOR 48 HOURS PRIOR TO
ANY GRADING, BRUSHING OR CLEARING AND EACH' PHASE OF- CONSTRUCTION) AT
(619) 777 '-7075, AND 46 HOURS PRIOR TO '?EQUIRING INSPECTIONS.
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION` OF' PErirt9ANE;�1
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL 8E- PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTY:
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL RE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 7 ST TO APRIL 30TH MONDAY-FRIDAY 7:00 AM TO ! 5:30 PM
SATURDAY 8.00 AM TO 5:00 PM
MAY 7 ST TO SEPTEMBER 30TF1
MONDAY- FR/DAY 6: 00 AM TO 7: 00 PM
SATURDAY 8.'00 AM TO 5: 00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SLJNDAY OR FEDERAL HOLIDAY.
11. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6"
ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT:
12. MAXIMUM GOT AND FILL. SLOPES = 2: 1.
13. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.TM.
SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT
14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2X. DRAINAGE SWALES SHALL PE A MINIMUM
OF 0.3' DEEP AND BE CONSTRUCTED A MINIMLJ,1f, OF 2' FROM 7710 TOP OF CUT GR FILL,
SLOPES, MINIMUM SLOPE OF SWALF- S SHALL 3D O. 50%.
15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM
DENSITY AS DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 7070 OR
EQUIVALENT AS APPROVED BY THE CITY ENCJINEE,'. FIELD DENSITY SHALI. BF
DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE STANDARD NC. 7002,
OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
16'. ALL STREET SECTIONS ARE TENTATIVE THE .MINIMUM S -C77ON 15 5" A,C./4,5" A.5.
CLASS if, ADDITIONAL SOIL TEST SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE
EXACT SECTION KEOUI.REME,NTS. CITY ENGINEER TO APPROVE FINAL ' REE;r SECTION_
17. LOCATIONS OF FIELD DENSITY TEST SHALL BEDETERMI.NED BY THE SAIL ENGINEER OR
APPROVE[) TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTI1 HORIZ.ONTAL AND
VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED.
TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN
ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
78. ALL ONDERGROUND FACILITIES, WITH LATERALS, SHALL LE- IN PLACE A.NJ
INSPECTED PRIOR TO PAVING_ INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
SEWER, WATER, ELECTRIC, GAS AND (DRAINAGE.
19. THE FINAL U17LI7Y LINE BACKFILL REPORT FROM 7HE PROJECT SOILS ENGINEER
SHALL INCLUDE AN APPROVAL STATEMENT THAT TILE DACKFILL 15 SUITABLE FOR THE.
INTENDED USE.
29. THE FINAL. CDMPACTI0N REPORT AND APPROVAL ,r•12C7 7i 07 SOILS ENGINEER SHALL
CONTAIN THE TYPE' OF FIELD TESTING PERFORMED. EACH r,ES7 SHALL RE 1DEVT HED
WITH THE METHOD OF OBTAINING THE IN --PLACE DENSITY; WHETHER SAND CONE OR
DRIVE_ RING AND SHALL BE .50 NOTED FOR EACH TEST SUFFICIENT MAXIMUM DENSITY
DETERMINATION SHALL BE PERFORMED TO VERIFY THE AC'CI_ERA.CY OIL T,HD MAXIrrlLilw`
DENSITY CURVES USED BY THE FIELD TECHNICIAN.
21. ALL TRAVELED WAYS MUST BE CLEANED DAILY Off. ALL 0IR7:, It/IUD AND ,7ESR;'S
DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING 1S TO 3
DONE TO THE .SATISFACTION OF THE CITY ENGINEER.
22. BLOCK WALLS ARE NOT PART Or" THE GRADING PERMIT. SUBMIT FOR SEPARATE
BUILDING PERMIT:
23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE
WIN THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE 1N THE --
PERFORMANCE OF WOFIK UPON HIGFIW4 YS, IN ORDER TO ELIMINATE ANY HAZARDS.
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALT. EXERCISE .5L7T70+'EN7
ENGINEERING CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH
THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW
25_ THE DESIGN CIVIL ENGINEER SI-HALE'. ,EXERCISE SUFFICIENT ENGINEERING CONTROL DURING
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
26. THE CITY ENGINEER SHALL RESPOND WITHIN THREE. (3) WORKING DAYS WIT FINAL STREET
SECTIONS AFTER SUBMITTAL OF "I? VALUE" TESTS FOR ROADWAY SL18E3ASE.
N
i':
.5 IL'E Y'. 'RACK P.` . F•'. AN
SWALF. , F-GW?..INF A? I;,fiti...
L
F'rYOP(.)SED HOUSE
- Iiii.. f. ,Y4F'i
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0. 711`=r};::t:.`! •-.a/tLE TO PRO 00f.
0BI711:7 I: :.sr.0 `:.4r:. IDPA•I,'JAC'E:
00F?
DRAINAGE THROUG EAR WAL
r
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAM//VATION OF STORM I:'LATER INFILTRATION
FACILITIES DURING CONSTRUCTION OF SCIBSEQDE.NT IMPROVEMENTS BY THE CONTRACTOR.
IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF THE 7 r0RM DRAINAGE RETE7' TI0N/IN:EILTRATON
FACiLIT1E5, TI-IE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE CIF THE 017Y INSPECTOR, A
PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OL- THE FACILITIES,
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL. METASLRES A~J REQUIRED.
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT
BENCHMARK:
PO-3--1 E
HANOWELL MONUMENT WITH COUNTY
TAG AT INTERSEC77ON OF ADAMS Sr
AT MILES AVENUE'.
ELEVATION 292,067
BASIS OF' BEARINGS
BEARINGS SHOWN ON THIS PLAN ARE BASED ON NORTH LINE
OF THE SOLIrHWEST 114 OF SECTION 20, T5S, R7E, SBB&M
AS SHOWN ON PARCEL MAP 67/PG41 AS N89'35'307-
UNAUTHORIZED CHANGES & USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MIDST BE IN WRITING AND MUST BE APPROVED BY THE PRE -PARER
OF THESE PLANS.
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SPA
TOM HARTUNG DATE
BUILDING do SAFETY DIRECTOR
CITY OF LA QUINTA
,C Ifq
JERRY HERM'AI")1 DATE
COMMUNITY DEVELOPMENT DIRECTOR
CITY. OF LA QUINTA
DAN BERRYMAN DATE
R.C.E. 53085 FXP. DATE 6/30/99
BERRYMAN & HENIGAR
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WALL CONSTRUCTION LEGEND
PROPOSED WALL
RIO
INDICATES 6' HiGN WALL ON FL AND AT HOUSE FRONTS
FRONT YARD (WALLS ARE LOCATED 8" MINIMUM FROM FRONT HOUSE CORNER OR
12' MINIMUM FROM THE FRONT GARAGE CORNER.
EXISTWG WALL
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INDICATES EXISTING BACK OR SIDE YARD GARDEN WALL
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INDICATES SEWER AND i I0USE, LATERAL
AREAS GF-- EXTENDED FOOT/NO, LENGTH - 1D 10EP71-r' -...
Phar Set
SOIL ENGINEER'S STATEMENT
WE • HAVE REVIEWED THIS GRADING PLAN AND FIND 1T
TO BE IN SUBSTANTIAL CONFORMANCE WITH. THE
RECOMMENDATIONS OF OUR SOILS REPORT UPDATE.
DATED
BUENA ENGINEERS, INC.
79-81 1 3 COUNTRY CLUB DRIVE (679) 345--1588
BERMUDA DUNES, CALIFORNIA 9220 1
Underground Service Alert
Call: Toll Free
1 ---800
422- -4133
'Wo WoR} NG DAY
BEFORE YOU DIG
v J177 GOD Lr4NE
7- 57Z CALIFORNIA
.'SPAWN i'f-
f ,
THE CITY OF LA QU;ETA
PLOT AND FINE GRADE PLANS
CENTURY I'U_gars -
..,� RY HOMESTOPAZ
_ CT 2. 35 6
s.W, 1 /4 OF SECTION 20, T5S,R7E, E, SBB&M
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TAG Ar INTERSECTION OF . MS ST.
Ar muss AVENUE
ELEVATION 292.067
108.48'
108.53'
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108.54'
. 108.56
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BASIS OF BEARINGS
BEARINGS SHOWN ON TWS PLAN ARE BASED ON NORTH LJNE
OF THE SOUTHWEST 1/4 OF SECTION 20, TSS, R7E 588drM
AS SHOWN ON PARCEL MAP 67/PC4 1 AS N89"35`30"E
t r UNAUTHORIZED CHANGES & USES
CA V Tr O V ; THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO TT-IE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER
OF THESE PLANS.
15 18
1 6 1
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66_ 8
68.
204 5.00'.
Plan 3 XA R
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CENTURY
DIMES
Century —Crowell Communities
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1535 SOUTH "D" STREET. STE 200
909---38I —6007 — ATTN. DENNIS CUNNINGHAM
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Plan 5(B R
APPROVED FOR PERMITTING:
2115196
TOM HARTUNG DATE
8UIL01N' t SAFETY DIRECTOR
CITY OF LA Q U1NTA
18
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PREPARED UNDER TBE
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BRIAN G_ ESGATE LJ R C.E. 21884 DATE
17
0
5'
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rr
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40
5/ c e9
C LRY HE .4N DATE
MUNITY DEVELOPMENT DIRECTOR
TY OF LA QUINTA
WALL CONSTRUCTION LEGEND
PROPOSED WALL
CHECKED AND RECOMMENDED
FOR APPROVAL BY::
DAN FERRYMAN DATE
R. C.E. 53085 EXP. DATE 6/30/99
BERR'1'74 AN cte HENIGAR
INDICATES 6' HIGH WALL ON PL AND AT HOUSE FRONTS
FRONT YARD WALLS ARE LOCATED 8- MINIMUM FROM FRONT HOUSE CORNER OR
12' MINIMUM FROM THE FRONT CAR ACE CORNER.
EX/STTNG WALL
INDICATES EXISTING BACK OR SIDE YARD CARDEN WALL
LEGEND:
F F. FINISH FLOOR (PAO ELEVAT7ON 4- 6")
F L. FLOW LINE
G. B. GRADE BREAD{
W.P. HIGH POINT OF SWALE
PAD ELEVATION
TO TOP OF CURB
(916.5a) EXIS71NC ELEVATION
918.76 PROPOSED FINISH ELEVATION
LOT NUMBEIf
16
PLAN 4XAL R
20'
1%' MIN.
4 s. PLAN NUMBER
JI — ELEVATION
rION
R — REVERSE PLAN
L = LOFT IN PLAN
X N. FINISHED UONU5' ROOM
TOP OF SLOPE
TOE OF SLOPE
EXISTINC Lot PAD ELEVATION
INDICATES WATER SERVICE AND METER
INDICATES S SEWER AND HOUSE LATERAL
AREAS OF EXTENDED FOOTING, LENGTH DEP77.1 " 0
PL.
1111
II
11
PROPOSED BACKYARD
6' HIGHrARDE'N WALL
I
11
l
2 MAX
SECTION A -A
11
BACKYARD GARDEN WALL LOCATION
80
SCALE 1"=40'
6'98 CCCD LANE
RA'ERS/D4' G4L}FURMI4
(909) 780— /J45
.
DRAWN MY;
GIB 13r
RE-04WD BY:
N.T.S.
CITY of LA QUINTA
Plan Set No.
(1170./g
160
SOIL ENG1NEER'S STATEMENT
WE HAVE Rt14VED THIS GRADING PLAN AND FIND IT
TO SE IN SUBSTANTIAL CONFORMANCE WM-I THE
RECOMMENDATIONS DE OUR SOILS REPORT UPDATE .` s
BUENA ENGINEERS, INC.
79--81 18 COUNTRY CLUB DRIVE 819) 345-1588
BERMUDA DUNES, CALIFORNIA 922 r
Underground Service Alert
IN THE CITE' OF LA QUINTA
Call: Toll Free
1 —300
422-4133
PLOT AND FINE GRADE PLANS
CENTURY HOMES — TOPAZ
TRACT -23935-6
S.W. 1/4 OF SECTION 20, T5S,R7E, SBB&M
W.O. 95--16
M3W411"4..&E U3ntl.
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