BRES2017-0258 Precise Grading PlanGENERAL MOTES
ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION
4LL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A
PALATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT.
THE G'ONTRACTCR I5 AUTHORIZED TO PROCEED W11 H FINE GRADING ACTIVITY RELATED TO
EVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID
10ING PERMIT HAS BEEN ISSUEI} BY THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR
ISTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT,
A SEPARATE PERMIT SHALL BE OBTAINED FRDM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT
LN ANY FLOCK WALLS tWN ON THIS PLAN. {
THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF-'LDT CONSTRUCTION ACTIVITY ' f
1CH AS DRIVEWAY APPROACHES 0R OTHER IMPR4VE1rEM5 IH THE STREET RIGHT OF WAY, .'
TALL HE PERFORWED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA WINTA PUBLIC
FES DEPARTMENT- '
THE CONTRACTOR E5 RESPONSIBLE FOR OBTAINING ALL. REQUIRED PEFNITS.
T1•f CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESKtC I E LE FOR ENSURING THE
:AINAGE CONCEPT SHOWN ON THIS PLAN 15 NOT COMPROMISFO BY LANDSCAPING FEATURES
,'OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. �
AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, f
-E GROUND SURFACE WITHIN THE BUILDI% ENYELOI'EE Si-IALL BE SCARIFIED TO A MINIMUM OF
AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE; DENSITY PER A.S.T.M. ff
'ECIFICATI[I S.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE r
LAMS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED f
IVIL ENGINEER WITH AN R.C-E, WMBER BELOW 33,966, OR A LICEi+) LAND SURVFYCR ONLY.
r fJ
ALL STREETS, P1fITL I C OR PRIVATE, S1°iALI_ BE CLEANED DAILY OF DIRT. WJD, AND BEBR I S J
-EPCSITS RESJLTING FROM ANY ACTIVITY RELATED TO CONSTIRUCTION OCCURING ON THE LOTS rf
-HOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO TIC SATISFACTION OF TlE
UILL)ING OFFICIAL OR CITY EhaGIINLE'R.
0. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND (DUST DDNTRCL MEASURE AS REQUIRED 13Y THE i
'UGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQU1PWEN'T W[THIN ONE HA1-F MILE OF HUMAN CCILNPANCY ' A
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: f r
)CTOBER 1ST TO APR IL 34TH: MONDAY-MIDAY 7: OD Aid TO 5: 30 PM
SATURDAY B- 00 AM TO 5, DO PM
AAY 1ST TO SUTEMBE'R 30TR MONDAY-FRIDkY 6: 00 AM TO 7:00 PM!
SATURDAY 8; 00 Ate TO 5: 00 PM � {
M SHALL BE PROHIBITED ANY TIME ON SIJI~31aAY OR FEDERAL HOLIDAY, , f � FN^� �
f <
12, MAXIMUM CUT AND FILL SLOPES = 2: 1. y • � `• 112.01
f � 111,45
13. MINIMUM 1f SHALL A MINIMUM OF 0.3' I]EEP WV
131_II LD ING PAD DRAINAGE SHALL BE 2%, DRAINAGES ALES
+ BE CONSTRUCTED A M IN INl M OF 2' FROM THE TOP CF CLOT OR FILL SLOPES, MINIMUM SLOPE OF SWALES /112,17 TC SHALL BE 0.50%.
IN THE CITE` OF' LA
PRECISE
QtiINTA, STATE OF CALIFORNIA
GRADING PLAN
'I'R11DITION LOT 80, Ti' ACT
LEGEND
FINISHED SURFACE . . . . . . . . . .
. . . . . FS
HIGH POINT . . . . . . . . . . . .
. . . . HP
LOW POINT . . . .
. . . . . LP
GRACE BREAK . . . . . . . , . . . .
. , , . . GB
INVERT . . . . . . . . . . . . . . . .
. . . . INV
TOP OF WALL . . . . . . . . . . . .
. . . . . TW
PAD ELEVATION . . . . . , . . , . . .
. _ PE
FINISHED FLOOR ELEVATION. , . . ,
. . . , . FF
FLOWLINE _
FL
PROPERTY LINE . . . . . . . . . . .
. . . . . . .- PL -
"LEAN OUT . . . . . . . . . . . . .
. G.O.
OP OF CURER - - • - - - - - - , .
_ , - - - TC
OP OF FOOTING .
TF
INISHEED GRADE . _ _ . _ . . _ . . .
. - FG
CP OF GRATE _ , , . . . .
. . _ . TO
END OF PAVEMENT . . . . . . . . . . .
. . . . . EP
t XX.XX). . . . . .
. EX1S`f. ELEV.
RIGHT OF WAY . . . . . . . . . . .
. . . . . . R W
PLANTER AREA
_ - P.A.
DATER METER _
- WM
SEWER LATERAL . . . . . . . .
. . . . . . SL
BUILDING SETBACK LINE . . . . . . .
. . . . . . BSL
PUBLIC UTILITY EASEMENT, . , , . . ,
. . . , ------
SETBACK LINE
-
FLOW GRADE . . . . .
.
TOP OF SLOPE . . . . , . . . . .
. . . . . .
TOE OF SLOPE . . . . . . . . . . .
. . . . , .
EXISTING SEWER LINE . . . . . . . .
. . . . . . S--
EXISTING WATER LINE
-W
BLOCK �VALL.
111CF F5
' /L DWY '
ti
` y
I
i y LIST 79
p3-5)- -
4 �
4 �
l -
1` ; L -1
1 , =
Y�i n■
MH
iL-- -13
=ram r~
121.OZN r
15,OFG
28867 MB 276/69
APPROVED FOR PERMITTING, I PLANNING AND ZONING CQMPL.IANCE1
BURT HANADA DATE GABRIEL PEREZ HATE
BUILDING AND SAFETY JDIRECTOR COMMUNITY DEVELOPMENT MANAGER
CITY [IF LA QUINTA CITY OF LA QUINTA
111.9fi
1
j 1i7M.0 - ..
112 29 TC
111.84 FL 900
Tw
112.46TC - 1T-
� � -� --_- --- - - �- -- - 121,OOTW 8 114.00TF
-- 12 ] .UaTW 14{ OQG 114.70TG. - -
15.0FG -.. -k1til, 1 111.54iN
:-� -- �� -� 114,00TF 2 --
r� 11:4.70TG 11 1.201NV ..r - -
�� 121.00TW 114,74TG 2 111.051hIY--
111,68 TC rr - - TS,flFG 5 114.7 T 2 1-i+7GT0 2 ..__.. - [.10. 01IV - '- r
�n 11 1.B3TC 5 f 111.24 FL i 114.40TF 110.130IN 11D,7 kNV N63°I3'S3" 16$•GS - - --- ; OL :� r I
_
4
i42 8 r r
111.81 TC 4 {114}�
111.36 - - r:.
4.. 11'AF;-- 154.70TG 2 + 5r ,
D-33'50;27" 4 - T1 bf0 4 4 111,121NM
5.0
{ 114.70 T G � 114:70TG
L co ,t09.70lNV '1 ` 1.331NV 2 154.70TG 2 111.691I4f1+ 2 + f
l,x o 1:1 t.53IN r
T1EL ELE f 109.881NV _ CLOSET BATH BATH + �
'{A SHOWER I 13
115 46F5 ,. ' , (
-Yf L BATH 3 114.70TG r
�. 121.00TW 110.861NV 2 I
r
6 BATH 7 HER MASTER His t` 3
14,OOTF CLOSET BEDROOM CLOSET' 1 +
4 _ r
' ' 110.T0 NV 2 LOSET BEDROOM Z 115.80TG 4 ; 1 15,70TG 2 r r
- s ,l,I 11 -1 11185kNV
f' 111.9 .1" ' - - ..:.: 112ADTF
1 18.0"hu 6 1 r" _ ~
l ~ y 113.4FG
I , 2.007E
1-12:90TC
(1 .55 TO
1R=~ -: 09.4T1t~I1l 2.
108.50 2.9E7TG
+ 12.179 L L=�68 3 i 13.00TG 2
-c 109.591NV 2 1Q9.261 �_--
r
' 113.20TG 2 l Ci i
LAWN 4 .'109.731NV !
13 4OTC .......
1
_ate==' - 113.40TG
} �.
109-$ _ _
0
I
1
1930.FL - -- -
114,55F F S. 114,OQTG 2 10 I
Y k 9:09.68INV .1-
114.70TG 114.00TG 114.6
f _ 110,001NV 2 109.821NV I
r LAWN _ 4 114.DDTG 2
,.
// 109,5411~fV
' O;j - 114.70T6
11 O.161NV11
2
112+43 TC .2 � r f. GARAGE
1, .
15,OO
OTGF
112.271NV I LAWN I ++
115.7OTG 115,8CTG
BEDROOM 3 2 11 ] 15.46FS 45' B£N:.:
r` HALL 112,47E 112,401NV ' 111.891NV r +
11 Orry I f 111,98E '� 4
ti -' - - - - 115,QFG 4.- 115,OFG 112.,21}i� 4
s.5 +s.5 (4�
3, 19.B81NV - - I.. I r114.7111
'� c4
� 4 I 4 15' 112.0 11 '
112_$5TO I 14o
115.OFG 7 11 11 SYN-LAWN
T-
4 5.1 5 Ln I . ",--!.._.... -- PADS
114.40TG 2 112.9OTG ? I I ENTRY I -,._...... --- �5.18TC 13 115.18TG 13
hf 14.4IN 114.291N + r
109.371h1V 109.621Nv, j GREAT I - POOL, r
,- Lo
r�+ _
44},- 114.5OTC 2 114.70TG 2 ` j ... LOT ROOM ... 4 i i C 115.90TG 11 CGI 11 "7t7 Q
4 109.�F51NV 109,65INV
_ I .I .I. I 115'"1' 13 115,113TG 13 I
114.391N 114.291N
115.FC 4 - 4 - I '1150
FF
5,18TG 13 115,
G
4 0 - I 14.451 114, 31 I 11 .6 iNV
r -
115, 50FF T Q 4 SPA
.. .. .. h
115.46F'S 1.F 5,90TG 13 II 13 ' r 14.7 '1G !
1 i4,70T6 2 109.791h1V 2 114.70TG 2 4 112.801NV 11 _ J L-- __ ' f 112.701f4k 2 +'
iQ9.531NV i 12.701NV 115,80TG 11 j 13 +
112.77INV - of ! 1
CAS ITA
-- - -
'115.OFG _ 115.D4TG 'r` - - T� rr '
2I.00TW MEDIA r I I u� t 14,31 INV 13 I J 115,18TG 115.18TGI
G RQI)A� PANTRY K-TCHEJJ I)IhlIN,� I . I i_ .._ 114,371N 13 114.311
1-s4.00TF ROOM _ I I
CLOSET E BATH 114.70TG
!1.2112.49IN
ui
AfR=PTIO
5 P
115'I '
�
+
NOTE: r '- k� . - ° GAS ELEC.
DRIVE
APPROACH REQUIRES A SEPARATE PERMIT AND I W)PECT I Ohl t , ` « " A4ETE#2 METER
Y ,
FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT � � r � � � _-_-izlz�
SEPARATE BUILDING F€RMIT S IS REQUIRED FOR THE SWIMMING POOL, _
+PA, *ATER FEATURE, FIRE PIT AND DOCK FALLS. f - I ��'`�-I`•.�3 RASP{: -�
,:.
IT DOOR WINER SHALL BE IWEPENDEIJT FROM THE BLOCK WALL AND
.LINAGE 5i-IALL BE PER PUBLIC WORKS REQUIREMENTS. 13.01 TC �r f� 110.321NV 4 - -- - -- ... _
�/� -' -
SURFACE WATER WILL DRAIN AWAY FROM BUILDING, GRADE SHALL FALL 12.55 FL VYM4
+ n44 ,
5" WITHIN THE FIRST 10 FEET.
INSTALL 4" PVC PIPE, (SOR-35), S=2% MIN, TO
CONNECT ROOF DRAINS TO ONSFE DRAIN SYSTEM.
THE DEVELOPER/CONTRACTOR/OWNER 15 RESPONSIBLE FOR THE VERIFICATION
OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING If NO CURB EXIST)
FROM PROPERTY LINE(S) WITH PUBLIC WORKS DEPARTMENT.
S' NOS CAT'
hTTH 6" CLEAV011T
Ij I COMPACT RACKFTLL TO 90% 0N.
�4 ; i MTH TOP 12' COMPACTED TO 95X
I
4- CONCRETE SLAB (POURED IN PLACE)
EXTEND 8 INTO UNDISTURBED S9
Gr (CtAss 520-C-2500 CONCRETE)
INLET OP FIQ1-
-.
DU TLC
- -'
_-
- E3I-
__1'---48"
PRECAST f'€WORATE0 CONCRETE RING
--- j f8" TO 314' WASHED R"
A NON -WOVEN RLTER FABRIC PER SFC,
38-IOJ CAL, STO, SPEC, SHALL BE USED
BETWEEN THE WASHED ROCK AND
UNDISTURBED SOIL
12
lk
31B- TO 314" WASHED ROCK ON
_...
UNDISRIRBED 52L A MINIMUU 12" THICK
NUTS: ALL JOINTS ABOVE THE LEACHfNG AREA SHALL BE
MORTAR SEALED INSDE AND OUT.
D1ELL DETAIL
NT5
BE CH MARK -I -OCAS BENCHMARK
BENCHMARK - TBt
TOP OF CURB ELEVATION CNDEACON DRIVE WEST CITY OF
LA QUINTA APPROVED STREET FLANS PLAN SET NO. 97037
SHEET 14 OF 21.
,OE
NDS BuB8lf Box
'*-FILTER FABRIC
BUBBLER BOX TO BE PLACFD
OVER 6" COMPACTM 1 " ROCK
0
Kn too vv vvh-at's k78IC�V%F
qa before you dig_
LOT COVERAGE:
TOTAL LOT AREA = 25,939 SF
TOTAL BUILDING AREA (GARAGE INCLUDED) = 7,850± SF
BUILDING AREA/LOT AREA = 30.3 %
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE DERIVED FROM RECORD DATA
PER TRACT NO. 286'11 AS SHOWN IN MAP BOOK 269,
PAGE 12,' I NCLUS = VE , IN THE OFFICE OF THE COUNTY
RECORDER OF THE COUNTY CE RIVERSIDE.
`'5 '
45' BEND II4.7OTG 114.70TG
110.421NV 3 11 D.61INM 2 110.811N1
LEGAL DESCRIPTION
LOT 22 OF TRACT 28811. A5 SHOWN IN
MAP ROOK 269, PAGE 1.2, OF MAPS, RECORDS
OF RIVERSIDE DDUNTY, STATE OF CALIFORNIA.
114.
14Li
LAUNDRY 114.70TCLu
115.DF 11 1.T51h1M 2 I I - '9.02F .. ...:..� .._ f... i +' 1 �� "�
POWDER „1.1.5.04TG 13
1 T4.70TG OFFICE KITCHEN I I -- I_' LL
111.171IVM 2 PREP BAIL 1 4.171NV __ I #
� - -- � T ��� � 4 LAWN
115,DFG 115.I}FG I - 1, 1Q = 1 t�
I; 114.70TG r r
c cY 1 I 4 1 1IM
4 4 4 _ _ ,# r
} } r
OTG 2 -` 14.70TG .2 114.70TG 2 - 114,70TO 2 114.70TG 2 114.1OTG 2
TIN 111.,21INV 111.41 kNV 111.61 INV 111.81J 112.01E 1�
1 2.DE3TNf 6 122.00i+N 6 •0 j t
115.OFG 115.OFG +
LOT 81
114.DOTF 114.00TF 'P + ��
PE-11.0
SCALE 1'=10"
0 5 10 20 30
CONSTRUCTION NOTES
CONSTRUCT YARD DRAIN. ADDS #3, 4" SQ.
SATIN BRASS GRATE OR EQUAL.
CONSTRUCT YARD DRAIN. NOS #50. 6- DIA, GREEN
COLOR GRATE OR EQUAL.
CONSTRUCT 6" MIN. THICK P.C.C. D AVYAY APPROACH
CONSTRUCT fi'1C45' BEND (SaR-35).
PER CITY OF CA QUINTA STD. DWG. 225. PER SEPARATE
CONSTRUCT 6° PVC PIPE, (5DR-35). SLOPE AT 1
PLAN AND PERMIT.
UNLESS OTHERWISE NOTED ON PLANS.
1 Q
CONSTRUCT 6" MIN. THICKNESS PAVER URNEWAY.
CONSTRUCT BUBBLER BOX WITH GRATE TOP. NYLOPLAST 12' i 1
CONSTRUCT YARD DRAIN. NDS #16S, 3° DIP, SAND
DRAIN BASIN PER DETAIL ON HEREON.
COLOR GRATE OR EQUAL.
CONSTRUCT WALL PER SEPARATE PLAN AND PERMfT. 12
CONSTRUCT 6*XE"ITEE (SDR-35).
HEIGHT AS SHOWN ON PLANS,
13
SAW CUT AND REMOVE EXISTING fi CURB & GUTTER
INSTALL 7 16� 13RICICSLOT (GALVANIZED STEEL), PART 9a999
PER LIMIT SHOWN ON PLAN.
PER DETAIL HEREON, OR EQUAL
CONSTRUCT 10' DEEP DRY ELL PER DETAIL HEREON. 14
CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON
SET FLUSH WITH PNISH SURFACE
PREPARED UNDER THE SUPERVISION OF:
� • 5/25/2017
ESFANDIAR SHAHANDEH GATE:
RCE NO. 47834
DATE;
RCE NO. EXP. DATE
PROVIDE 3 8" GAP
AT BRICKSLOT DRAE
PAVERS PER ARCHITECT
SAND
' -I 1 2-45BENDS
OR 6 .TEE .WHEN PIP r#C
$RIGKSLDT (GALVANIZED STEEL) k l� l J� I PIPE WHEN IT GOES THROUGH
GOES THROUGH . I' D0�4NS T BREAM FLOW
INVERT PER PLAN- 5 PVC:
NOTE CLEANOUT DETAIL
&- I41TS
PROVIDE CLEAN -OUT TO GRAVE AT EACH END OF CRAIN IN NEAREST PLANTER LOCATIION.
0F Ess
h`R Sy'�
I410, 4/dJ4
C
CF CAS.
BRIKSLOT DRAIN P: O 8 O- 0 1
NTS
ENNEERN
77-540 SPRINGFELD LANE, SUTE 'C'
PAW DESERT, CA 92211
(760) 772-6400 OFFICE
(760) 772-a421 FAX
,glrwring - planning - survayng
AVL.
0
w CALL
E
Q
cn �
Uj
Uj
m
a
LJJ
XX-XXX TROON TRAIL
PRIVATE RESIDENCE
PRECISE GRADING PLAN
TRADITION LOT 80
TRACT 28867 MB276/69
PORTION OF SECTION 7, T.BS., 1R.7E., SBM
CITY OF LA QUINTA
50
TAMPICO
AVE. 52
PROJECT
LOCATION
VICINM MAP
LA QUINTA, CALIFORNIA
N.T.S.
25 2017
DESIGN: DRAFT.
ESSI ESSI
CHECK: DATE:
AMIG MAY 2017
DWG No. PG127001
REEEREN
NOES
SHEET 1 OF