13-1238 (BLCK) Precise Grading PlanGENERAL NOTES
1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A
SEPARATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT.
2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID
BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR
CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT.
3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT
FOR ANY BLOCK WALLS SHOWN ON THIS PLAN.
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY
SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY,
SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC
WORKS DEPARTMENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN.
7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6' AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M.
SPECIFICATIONS.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY.
9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS
SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE
BUILDING OFFICIAL OR CITY ENGINEER.
10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE
FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7.00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7.00 PM
SATURDAY 8:00 AM TO 5:00 PM
V, IN:" a :11]2 01113 a I A 1XIS"fm I I IT'! All,' HIPA k, j DIVAC "ka 9 9 ol, 902 0 ME( a 10710
12. MAXIMUM CUT AND FILL SLOPES = 21.
13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP
AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES
SHALL BE 0.50%.
LEGEND
APPROVED FOR PERMITTING, PLANNING AND ZONING COMPLIANCEi
IN THE CITY OF LA Q UINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
GREG BUTLER DATE LES JOHNSON
BUILDING AND SAFETY DIRECTOR PLANNINGT DIRECTOR
PRECIS ORADINO P AN CITY OF 'LA QUINTA CITY OF LA QUINTA
THE H 11D AWAY LOT 79[D TRACT 29894-4 M , B. 351/49-57
PORTION OF SECTION 9, T.6S., R.7E., SBB&M
LOT 80D
i m r rwrw.-. C%
1 9FG '.90'W 4
09.0
08.90TF
0 x1to DtN
PA l2J 2
PA 1006. 41NV`3/ PA
LAWN O09.9FG 9FG O O ____ .
09.9
9
........... .. .
09-9FG
c-,
65.90D"
IRR
t4jO
.�5 009. OTG 1009.9FG BATH #2
V., 1007- 31M 1008.90TF I \
IPA
PA 009.8OTG HERSLAWN
2
1007.60INV`,VSET SU I
1009.80T HER BATH
1 nn7 R71
/PA
D=23'20'46'
R=222.93
L=90.84'
FINISHED SURFACE . . . . . . . . . . . . . . . FS
HIGH POINT . . . . . . . . . . . . . . . . . . . HP
1009.60TG
LOW POINT . . . . . . . . . . . . . . . . . . . LP 1007.60IN
GRADE BREAK . . . . . . . . . . . . . . . . . . GB
j
L
INVERT . . . . . . . . . . . . . . . . . . . . . INV
''' �voc� /
TOP OF WALL . . . . . . . . . . . ... . . . . TW
PAD ELEVATION . . . . . . . . . . . . . . . . . PE
PA
FINISHED FLOOR ELEVATION. . . . . . . . . . . FF
FLOWLINE . . . . . . . . . . . . . . . . . . . . FL
PROPERTY LINE . . . . . . . . . . . . . . . . . - PL -
CLEAN OUT . . . . . . . . . . . . . . . . . . . C.O. fx45
END
I 7.53I "V
TOP OF CURB . . . . . . . . . . . . . . . . . TC
TOP OF FOOTING . . . . . . . . . . . . . . . . TF
FINISHED GRADE . . . . . . . . . . . . . . . . FG
TOP OF GRATE . . . . . . . . . . . . . . . . . . TG t
END OF PAVEMENT . . . . . . . . . . . . . . . . EP
(XXX.XX) . . . . . . . . . . . . . . . . . . . . . . EXIST. ELEV.
RIGHT OF WAY . . . . . . . . . . . . . . . . . . RAW
PLANTER AREA . . . . . . . . . . . . . . . . . . P.A.
WATER METER . . . . . . . . . . . . . . . . . . wmT
SEWER LATERAL . . . . . . . . . . . . . . . . . SL
PUBLIC UTILITY EASEMENT. . . . . . . . . . . . ......
SETBACK LINE . . . . . . . . . . . . . . . . . - - -
FLOW GRADE . . . . . . . . . . . . . . . . . . .
TOP OF SLOPE . . . . . . . . . . . . . . . . . .
TOE OF SLOPE . . . . . . . . . . . . . . . . .
EXISTING SEWER LINE . . . . . . . . . . . . . . -S
EXISTING WATER LINE . . . . . . . . . . . . . . t;
BLOCK WALL.
8" NOS CAP
WITH 60 CLEANOUT
LAWN
w
Cn
En
11,��Ix"',/ i ik/ -11k "Z,\
et�, // 008:-- C11R.Y
1
COMPACT BACKFILL TO 90% MIN.
1006.15
SUILDING &,s
WITH TOP 12m COMPACTED TO 951 D=01 *44'25
OF LA Q,
R=427.50!,
-Z
A L= 12.98lOG8-ETj,
AF
APpr_j
Z DATE
11-1111 :
IIEE� NDS BUBBLE BOX
INLETIN
0
4- CONCRETE SLAB (POURED IN PLACE) CONSTRUCTION NOTES BENCHMARK LOCAL BENCHMARK LEGAL DESORPTION
EXTEND 60 INTO UNDISTURBED SOIL
(CLASS 520-C-2500 CONCRETE) 1O INSTALL YARD DRAIN, NOS #50, Er DIA. LOT 79 OF AMENDED TRACT 29894-4, AS SHOWN IN
AVENUE 52 GREEN GRATE OR EQUAL TOP OF CURB AT THE BEGINNING OF CURB RETURN AT THE MAP BOOK 351, PAGES 49-57, RECORDS OF
INLETOp TION ------o0 III=I I= -FLOW-*-- MA SAVONA INSTALL 6' PVC PIPE, (SDR -35). S=1% UNLESS NORTHEAST CORNER OF THE INTERSECTION OF VIA DONA AND RIVERSIDE COUNTY, STATE OF CALIFORNIA.
OUTLET �4N(y Y OTHERWISE NOTED ON PLAN. VIA MONITECITO, BCR AT STATION 15+07.67 VIA DONA PER
IE1 I NJ I I 061YA APPROVED STREET IMPROVEMENT PLAN #04052 SHEET 7 OF 14
FILTER FABRIC INSTALL Erx45' BEND (PVC -SDR -35).
1E1 SITE ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY
El I M I V_ 48PRECAST PERFORATED CONCRETE RING 1
=111-I I 1=1 I 1E OF LA QUINTA.
BUBBLER BOX TO BE PLACED CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. ) C D 3C
Iwo C>
w r)c ;0 INSTALL ErxEr TEE (PVC -SDR -35). TC ELEVATION AT NE BCR STATION 15+07.67 = 1007.95 NOTE:
-111-I I r- I )ro" DG- fif _=41--_.3/8_ TO J14- WASHED ROCK OVER 6" COMPACTED 1" ROCK 0
1 Mi I IEEd 101C 26( 1 1=1 I 1E rn
r DATUM: NGVD 29 - (SUBTRACT 1000.00 FEET FOR TRUE SEA DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION
DJ CONSTRUCT 6' MIN. THICKNESS PAVER DRIVEWAY PER ARCHITECT PLAN.
El 11-1 I 1 00, 11 L',- A NON -WOVEN FILTER FABRIC PER SEC. LEVEL DATUM) FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT
0 C r f -103 CAL STD. SPEC. SHALL BE USED 0 p
1-1I11-1I=III= 88 INSTALL BUBBLER BOX WITH GRATE TOP, NYOPLAST 1f
I I 1E1 I I El I M:l BETWEEN THE WASHED ROCK AND DRAIN BASIN PER DETAIL HEREON.
1EE U I1=1 I I_-- UNDISTURBED SOIL
0 CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON. BASIS OF BEARINGS
swsysuou
I I
-III Ty 318- TO 314- WASHED ROCK ON LOT COVERAGE:
UNDISTURBED SOIL A MINIMUM 12" THICK N CONSTRUCT YARD DRAIN, NDS #16S, Y DIA. GRATE OR EQUAL BEARINGS SHOWN HEREON ARE DERIVED FROM RECORD DATA PER
TRACT 29894-4, FILED IN BOOK 351 OF MAPS, PAGES 49 TOTAL LOT AREA 18,711 SF
-111-111-1 I M I _-_-_-_-_-III-
.I 11=111=1 I M I 1=11 INSTALL YARD DRAIN, NDS 13, 4! SQ. THROUGH 57, INCLUSIVE, ALL IN THE OFFICE OF THE COUNTY TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED) 7,777 SF
AVENUE 54 SATIN BRASS GRATE OR EQUAL BUILDING AREA/LOT AREA = 41.6 %
NOTE. ALL JOINTS ABOVE THE LEACHING AREA SHALL BERECORDER OF THE COUNTY OF RIVERSIDE.
MORTAR SEALED INSIDE AND OUT @ INSTALL 7/16r BRICKSLOT (GALVANIZED STEEL), PART #98999
PER DETAIL HEREON, OR EQUAL. APN:777-410-018
DRYWELL DETAIL VICINITY MAP CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON
NOT TO SCALE SET FLUSH WITH FINISH SURFACE 52-711 VIA DONA 8/20/13
Underground Service Alert PREPARED UNDER THE SUPERVISION OF: I? FESS/oN LEMKE RESIDENCE DESIGN: DRAFT:
ESFANDIAR SHAHANDEH DATE: IC3 \ NF, - 78080 CALLE AMIGO, SUITE 102 PRECISE GRADING PLAN ESS' ESSI
Call: TOLL FREE NO. 4 34 �Essl LA QUIWA, CA 92253 CHECK: DATE:
RCE NO. 47834 m THE HIDEWAY LOT 79
LJj m (760) 771-9993 OFFICE
APPROVED BY: I;NGINEERING (760) 771-9998 FAX AMG APR. 13
1-800 �mw CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING TR 29894-4 MB 351/49-57
227-2600 PORTION OF SECTION 9, T.6S., R.7E., SBM DWG No. PG126001
TWO WORKING DAYS BEFORE YOU DIG REFERENCES NO. !DATE! INIT.1 REVISIONS IAPPYDI DATE RCE NO. EXP. - DATE DATE: OF CITY OF LA QUINTA G1