05-0329 (SFD) Precise Grading PlanI
0l]U,11jL_, Til
LEGEND:
TC
TOP OF CURB
(.UT -r
IFR
FG,
FINISH C.;RAr)F
FL
FLOW INIF
--'
FS
F3
f -I N iS III SURFACE
IF
FF
F 1 NI S H F IL 0 101 R
PC
P AD) E L EVAN T 100 INI
P
—OFAWAY
RIGHT r—
C,1W
,
C E N T E Rll I-] N E
PROPERTY LINE
,/I
TOG
TOP OF GRATE
INVIINAVERT
OF PIPED=
LO - IF c
S pip OF
_PE
'lop 01 '.Ail
TW F wvl�A,_L
TF TOP O_ F FOOTING
TCO TOP OF CLEANOUT
TRW' TOP OF RETAINING 1,1IALI
A
CON.STRUCTION NOTES" QTJ NTITTES
(I-)
INSTALL MEARIN 100 TREN(__;H DRAIN OR APP'D EQUAL
C)2 INSTALL YD
ARD RAIN. NDS #"50, C DIA. GREEN
,COLOR GRATE OR EQUAL.
CONSTRUCT 10; DE_EP DR} '/{ PER DETAIL ION SHEErl 1.
INSTALL 6" PVC PIPE IISDR- .35)- SLOPE AT 1%
UNLESS OTHIERWISE NOTED ON PLANS,
INS AL BUBBI ER 60)( WITH GR E TOP. N)'LOPI 12"
DRAIN BASIN PER DETAIL ON THIS , E. I-- SHEET
S
CONSTRUCT 1MALL PER SEP RATE PLAN AND PERMIT.
IT
Hr IG}. AS I I l'_3lu0vAvlN ON PLANS.
70 CONSTPUCT 4" MIN. THICKNESS STAMPED P.C.0 PAVEMENT
CONSTRUCT FLAGSTONE PAXtEMENIT,
CONSTRUCT RETAINING WAIL BY SEPARATE PERMIT
HEIGHT AS SHOWNI ON PLANS.
NOTE: THE QUANTITIES SHOWN ON THIS PLAN ARE FOR THE
PURPOSE OF OBT AIN 1INK.3 A PERMIT ONLY! THE CONTRACTOR IS
RESPONISIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES!
".1DF= AWAY LO 8D
�1.
POR OF SE -4 --' CTI ON 9, T.6S., .7 3,, QBB&M
46 LF
13 EA
1 EA
_495 LF
1 EA
_170 LF 8" NDS CidlPi
4190 SF W77H 6" CLEANOUT
1230 SF
CQUPACT Al l' TO 907. MIN.
80 LF 1_WFd TOP 12" 1OMPAC-70 TO 5:955%
1AUTT
#-110AI
ffr-4- CONCRE-1c SLAB (POURED IN PLACEl'
EffifEN'D U-' IWTO UNDISTUR8,0' SOIL
(CLASS 5290,0-250N) CONCRETE)
=_un V
49
o PPECAST PEPEROiRAIED GONCRE7E RhAIG
ho
110 318� TO 314� WASHIED ROCK
A NO,111-11011EEN h -TER FARRIG' PER SE'
88-10.3 CAL S7D. SPEC SHALL BlE USED
aEPlrEEN PHIE 0SHED ROCK AND
UNDISRJPBED SOIL
3,18' TO 314" ;'I SHED IRO ON
60115TURBEED SOIL A MINIMUbt 12' 7HfCK
NOTE. ALL 101'.NTIS ARCHIE IN LEAr
,bljfjl,lG AP
Du . I nEA SHALL BE
MORTAR 1LEALFE0 1111SME Ah O OUT
DR YVIE51- L DE_ T1 4 1L
NOT TO SCALE
I M
� - L 114 U. E.Ar- ViAlt
BUBB
OVER 6�' COMPACTED 11' ROCK
I FAt B fr-3, 1 C�
t ANY GRADING PERFORMED TO ESTABLIS" OR RE-ESTABLF-H THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN A(-;C;C)RP-,AI=4CE WITH H THE APPROVED ROUGH G'I:?ADING PLAN AND A
SEPAR E PERMIT ISSUED DYTHE C ril' OFF KS LA QUINTA PUBLIC WORDEPARTMENT.
2. THE CONT' R V; '11THORIZED TO PROCH D WITH
NIR'ACTO, 15 ' 11 - 1. FINE GRADINJG ACIIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON At -,[Y -P7�ZI-IC
r LOT ON THE PLAN, ONLY IF, lk VALID
T T IT'll) SAFFErY DEPONW ENT FOR
BUILDIl'--`IG PERMIT HAS 0�"71%4 ISSUED BY THE I -A QUIN., BUILDING AN RIM
CONS I'RNUCTIION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT.
3. A SEPARATE PERMIT "HALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT
D
ANII v fAILS CHOWN' ON' THIS PLAN,
FOR A I SILOS 1h 1- 5
4. THIS PLAN 155 FOR ON -LOT C-ONSiTRUCTIO-1\1 01`41L.Y. ALL OFF -LOT CONISTRUCTION A Tllkl/lTY
SUCH H AS DDjllEoj`Ay APPROArER HES OR OTHER IMPROVEMEIll-IS IN THE STREET RIGHT OF 10.1m,
c I%V - r_ -1
_UA L BE PERFORMED BY QEPAR-TE PI—ANS AND PERMIT ISSUED BY THE LA t UINTA PUBLIC
Sl IAL -A
WORKS DEPARTMENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR O_R TAINING ALL REQUIRED PERMITS.
I
6. THE Er- CONTRACTOR, AND ll`z� S-UBCONTf'_-vACTlQRS3, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BOY LANDSCAPING FEATURE -3
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN.
-7 CA MATI701A
1, AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS I-tNifil- FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6" AND THEN COMPAICTED TO NINEI`Y FEERCENT (90%) RELATIVE- DENSITY PER A.S.T.M.
SPECIFICATIONS.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTIN`G SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION. RE _AOVAL AND REPLACELA1"tITi SHALL BE DCN" By A REGISTERED
CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 3-3,966, OR A LICENSED LAND SURVEYOR ONLY.
I'S
9. STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD AND D R S
CTI T
FP I
c- OhA _ "t-irf RELATED TO f-r1l"STRUCTIO1,41 r-,r-C-URINC C, 14 IHE LOTS
DEPOSITS RESULTING Ivi ANY v L_
r -A
SHOWN ON -R-110- PLAN. CLEANING SHALL BE PERFORMED TO THE SA�FIIISFFACTION ids- THE
BUILDING OFFICIAL OR CITY ENGINEER.
10. THE CONTP_ CTn_R SHAT. PROVIDE WIND EROSION AND DUST CONTRO! MEASURE AS REQUIRED BY THE
IRA
FUGITIVE DUST CONTROL PLAN' APPROVED I -MOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE H A LF MIEE GF HUMAN OCCUPANCY
HALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
L_ - fl� F_ - - n
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY -17:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5-00 PM
M 1ST TO SEPTEMBER 30TH: MONDXY---RIDAY 6-00 AM TO 7:001 PM
SATURDAY 8:00 AM TO 5:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY.
12. MAXIMUM CUT AND FILL ;.SLOPES = 9*1.
13. MINIMUM BUII DING PA DRAINAGE SHALL Or 27.. DRAIiNIAGE SWALES SHALL BE A MINIMUM Or- 0.3, DEEP
D
X F slwAl-Es,
AND BE Cf 4STRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM S-101 O
1
SHALl. BE
�
N4. 7 7 —4 1 0 01-1 81
52-844 VIA DONA
.5,
'A V` ___ N U E 512
TINI EP V.P.1 URI
VIA
z
SITE
VIA PESSAIR0
VICINITY MAP
1*
N4 ITS
GIT OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE-- E3Y---.--.--
AT -)
cc H E ET 1 OF 2
PREPARED UlNlDrr__R THE SUPE IRMISIGN F.
ESFANDIAR SI AHMIDEM DATE:
SCF NO: 47834 EXP, CX:A.TE 1; 42.13 1}_o5
APPROVED BY:
IN0.
IDAiF.
INIT
j
r_
APnifti
If DATI DATE:
I E I
I M
� - L 114 U. E.Ar- ViAlt
BUBB
OVER 6�' COMPACTED 11' ROCK
I FAt B fr-3, 1 C�
t ANY GRADING PERFORMED TO ESTABLIS" OR RE-ESTABLF-H THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN A(-;C;C)RP-,AI=4CE WITH H THE APPROVED ROUGH G'I:?ADING PLAN AND A
SEPAR E PERMIT ISSUED DYTHE C ril' OFF KS LA QUINTA PUBLIC WORDEPARTMENT.
2. THE CONT' R V; '11THORIZED TO PROCH D WITH
NIR'ACTO, 15 ' 11 - 1. FINE GRADINJG ACIIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON At -,[Y -P7�ZI-IC
r LOT ON THE PLAN, ONLY IF, lk VALID
T T IT'll) SAFFErY DEPONW ENT FOR
BUILDIl'--`IG PERMIT HAS 0�"71%4 ISSUED BY THE I -A QUIN., BUILDING AN RIM
CONS I'RNUCTIION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT.
3. A SEPARATE PERMIT "HALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT
D
ANII v fAILS CHOWN' ON' THIS PLAN,
FOR A I SILOS 1h 1- 5
4. THIS PLAN 155 FOR ON -LOT C-ONSiTRUCTIO-1\1 01`41L.Y. ALL OFF -LOT CONISTRUCTION A Tllkl/lTY
SUCH H AS DDjllEoj`Ay APPROArER HES OR OTHER IMPROVEMEIll-IS IN THE STREET RIGHT OF 10.1m,
c I%V - r_ -1
_UA L BE PERFORMED BY QEPAR-TE PI—ANS AND PERMIT ISSUED BY THE LA t UINTA PUBLIC
Sl IAL -A
WORKS DEPARTMENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR O_R TAINING ALL REQUIRED PERMITS.
I
6. THE Er- CONTRACTOR, AND ll`z� S-UBCONTf'_-vACTlQRS3, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BOY LANDSCAPING FEATURE -3
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN.
-7 CA MATI701A
1, AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS I-tNifil- FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6" AND THEN COMPAICTED TO NINEI`Y FEERCENT (90%) RELATIVE- DENSITY PER A.S.T.M.
SPECIFICATIONS.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTIN`G SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION. RE _AOVAL AND REPLACELA1"tITi SHALL BE DCN" By A REGISTERED
CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 3-3,966, OR A LICENSED LAND SURVEYOR ONLY.
I'S
9. STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD AND D R S
CTI T
FP I
c- OhA _ "t-irf RELATED TO f-r1l"STRUCTIO1,41 r-,r-C-URINC C, 14 IHE LOTS
DEPOSITS RESULTING Ivi ANY v L_
r -A
SHOWN ON -R-110- PLAN. CLEANING SHALL BE PERFORMED TO THE SA�FIIISFFACTION ids- THE
BUILDING OFFICIAL OR CITY ENGINEER.
10. THE CONTP_ CTn_R SHAT. PROVIDE WIND EROSION AND DUST CONTRO! MEASURE AS REQUIRED BY THE
IRA
FUGITIVE DUST CONTROL PLAN' APPROVED I -MOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE H A LF MIEE GF HUMAN OCCUPANCY
HALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
L_ - fl� F_ - - n
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY -17:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5-00 PM
M 1ST TO SEPTEMBER 30TH: MONDXY---RIDAY 6-00 AM TO 7:001 PM
SATURDAY 8:00 AM TO 5:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY.
12. MAXIMUM CUT AND FILL ;.SLOPES = 9*1.
13. MINIMUM BUII DING PA DRAINAGE SHALL Or 27.. DRAIiNIAGE SWALES SHALL BE A MINIMUM Or- 0.3, DEEP
D
X F slwAl-Es,
AND BE Cf 4STRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM S-101 O
1
SHALl. BE
�
N4. 7 7 —4 1 0 01-1 81
52-844 VIA DONA
.5,
'A V` ___ N U E 512
TINI EP V.P.1 URI
VIA
z
SITE
VIA PESSAIR0
VICINITY MAP
1*
N4 ITS
GIT OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE-- E3Y---.--.--
AT -)
cc H E ET 1 OF 2