08-1635 (BLCK) Precise Grading Planf
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N89'56'3T'E (BAsis OF BEARING) _ . -
DEACON DRVE EA%1.03T
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SEWER SERVICE . WATER SERVICE
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Construction contractor agrees that in accordance with generally accepted construction
�a F Section 4216/4217 of the Government Code requires
practices, construction contractor will be required to assume sole and- complete responsibility for � o
job site conditions during the course of construction of the project, including safety of ail persons a a Dig Alert Identification Number he issued before a
and property; that this requirement shall be made to apply continuously and not be limited to v `Permit to Excavate' will be valid. For your Dig Alert
normal work'ing hours, and construction contractor further agrees to defend, indemnify and hold Identification Number call Underground Service Alert REVISIONS:
design professional harmless from any and ail liability, real or alleged, in connection with the
performance of wont on this project, excepting liability arising from the sale negligence of design LOCI_ FREE at 1--80D �422 �� 133 two working days
professional. NO. DESCRIPTION
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
The existence and location of any underground utility pipes, conduits or structures shown on these plans
are obtained by a search of the available records. To the best of our knowledge there are no existing
utilities except as shown on these plans. The contractor is required to take due precoutionary measures
to protect the utility lines shown on these drawings. The contractor further assumes all liability and
responsibility for the utility pipes, conduits or structures shown or not shown on these drawings.
.. ........ ..........
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FABRIC
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1WICINffY MAP
NO SCALE
EARTHWORK OUANMES
EXCAVATION (RAW): 100 C.Y.
EMBANKMENT (RAW): 100 C.Y.
EXPORT.- 0 C. Y.
NOTE:
THE ABOVE QUANTITY IS FOR PERMIT PURPOSES ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HIS OWN ESRM47E. NO ALLOWANCE FOR SHRINKAGE,
STRIPPING, OVEREXCAVATION AND SUBSIDENCE WAS MADE IN THIS ES77MA7E.
OWNER
JOSEPH D. OBRIEN
411 NAMILTON BLVD SUITE 2002
PEORIA, IL 61602
NOTES
1. PROPERTY IS 10,400 S.F. 0.24 ACRE
2. BOUNDARY AND TOPOGRAPHY DETERMINED BY A FIELD SURVEY
3. LOT COVERAGE IS 4OX
BASIS GE BEARINGS
BASIS OF BEARING IS THE CEN7ERUNE OF DEACON DRIVE EAST
N 89'56'33" E PER TRACT MAP 28470-1 RECORDED IN MAP
BOOK 263175.
LML UY PURVEYORS
SEWAGE DISPOSAL: COACHEL.LA VALLEY WATER DISTRICT
WATER: COACHELLA VALLEY WATER DISTRICT
ELECTRICITY: IMPERIAL IRRIGATION D/STRIC'T"
GAS. SOUTHERN CALIFORNIA GAS
TELEPHONE: GENERAL TELEPHONE
LEGEND
PAD EaVARON
P.E
BLOCK WALL
CENTERLINE -
.
CONCRETE
FLOWUNE
FL
EXISTING CONTOUR
FINISH GRADE
FG
TOO FINISH CONTOUR
FINISH SURFACE
FS
F7NISH FLOOR
F F:
RETAINING/GARDEN WALL
TOP OF CURB
TC
GARDEN WALL
TOP OF r 007ING
TF
DRAINAGE FLOW
TOP OF WALL
T W
PROPERTY LINE
RIGHT OF WAY
R/W
GRADE BREAK
GB
TOP OF SLOPE
y y
PROPERTY LINE
IL
TOE OF SLOPE
INVERT ELEVATION
WV
X_ X CHAIN LINK FENCE
TOP OF DRYWELL
TOP
-- -- AREA DRAIN W/ DRAIN LINE
PUBLIC U770Y EASEMENT
PUE
TOP OF SLAM
TOS
6' POP --UP DRAINAGE '°
EMffTER NDS 620 4A ROUND
NflS � 11-- 13S
OR NDS 5-- 78S 5
FINISH GROUND AREA DRAIN
PVC DRAIN PIPE AT 190 MIN.
DL7arL
NO SCALE
CONSTRUCTION NOTES AND OUANTIT-( ESTIMATE
QUANTITY
UNIT
1
PROTECT IN PLACE EXISTING SPECIFIED ITEM
3
EA.
PITEM
2
CONSTRUCT FLATWORK PER ARCHITECT'S PLAN
1354 .
S.F.
3
SAWCUT EXISTING CURB HORIZONTALLY TO ALLOW FOR NEW DRIVEWAY APPROACH
21
L.F.
4
INSTALL 4" A.B.S. DRAIN LINE (17. MINUMUM)
400
L.F.
5
INSTALL 4" DECORATIVE PATIO DRAIN PER NDS 906P (OR APPROVED EQUAL)
6
INSTALL 6' SQUARE AREA DRAIN PER NDS 990 OR APPROVED EQUAL
20
EA.
7
INSTALL 9" SQUARE AREA DRAIN PER NDS 990 OR APPROVED EQUAL
3
EA.
8
INSTALL 18" BUBBLER BOX PER DETAIL THIS SHEET
1
EA.
9
CONSTRUCT GARDEN WALL PER CITY & ARCHITECT'S PLAN (SEPARATE PERMIT REQUIRED)
84
L.F.
0
CONSTRUCT PLANTER WALL PER ARCHITECT'S PLAN SEPARATE PERMIT REQUIRED
140
L.F.
THE QUANT177ES SHOWN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL 8E RESPONSIBLE
TO OBTAIN HIS OWN ESTIMATE FOR BID PURPOSES.
APPROVED BY:
BY DATE flACKIR NG I NC� RI NG, INC, Q�alI:SI�
CIVIL ENGINEERING - LAND SUPVEYING - PLANNING D.
77-530 Enfleid Lan--,Sttlfe E-1 Phone: (760) 360-6900 �� Gs 2
c� �► TIMOTHY R. JONASSON, R.C.E. 45843 EXP. DATE: 12/31/08
Palm Desert, California 92211 Fax,. (760) 360-6999 � � � PUBLIC WORKS DIRECTOR / CITY ENGINEER
` No. 55606 SCALE: AS SHOWN BENCH MARK:
PREPARED UNDER THE DIRECT SUPERVISION OF: Exp. 12/31/09 PLOT DATE: 1 2/26/07
NOT FOR CONSTRUC77ON 1P CIY,L ��,� DESIGN BY. M.W.
DATE MICHAEL' D. HACKER R.G.E. NO. 55606 OF CP�14� DRAWN BY; M.W.
EXPIRES 12/31 /08 CHECKED BY: M.H.
x.
j
W.O.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
PLANS OF THE CITY OF LAQUINTA AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUC770N, LATEST FD/770N, AND RIVERSIDE
COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST
EDITION.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE
CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES.
J. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHA.L DETERMINE THE
EXACT LOCATION OF ALL EXIS77NG UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND U77LME'S.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL,
REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND
GUIDE SIGNS.
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION
SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STR/PING,
LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE
APPROVED BY 7'H£ CITY ENGINEER.
6. THE CONTRACTOR SHALL NOT DISTURB EX/STING 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
7. GRADING SHALL BE DONE IN ACCORDANCE WITH THE ENGINEERED
GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST -
EDITION, AND SOILS REPORT NO ,
DATED
PREPARED BY
TELEPHONE
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT
48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH
PHASE OF CONSTRUCTION AT (760) 777-7075, AND 48 HOURS PRIOR
TO REQUIRING INSPEC77ONS.
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHALL BE PROW DED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT
10. CONSTRUC770N 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 7.00AM TO 5:3OPM
SATURDAY 8:00AM TO 5:OOPM
MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:00AM TO 7.00PM
SATURDAY 8:00AM TO 5:00PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL
HOLIDAY.
11. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM
OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS
REPORT.
12. MAXIMUM CUT AND FILL, SLOPES = 2:1.
13. PADS SHALL BE COMPACTED TO A MINIMUM OF 907 RELATIVE DENSITY
PER A.S. T.M. SPECIF7CA770NS AND ABOVE MENTIONED SOILS REPORT.
14. 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%.
15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90)
PERCENT OF MAXIMUM DENSI j' AS J)ETERMINED BY UNIFORM BUILDING
CODE SEC. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE
UNIFORM BUILDING CODE, SEC. 7002, OR EQUIVALENT, AS DETERMINED
BY THE CITY ENGINEER.
16. ALL STREET SEC77C4`JS ARE TENTATIVE, THE MINIMUM SECTION IS
3"A.C.14.5- CRUSH A.B., ADDITIONAL SOIL TEXT SHALL BE REQUIRED
AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS.
CITY ENGINEER TO APPROVE FINAL STREET SECTION.
1 Z LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL
ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN
BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
REPRESENTA77VE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF
A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO
THE NORMAL REPRESENTATIVE SAMPLINGS.
18. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE AND
INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE
FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
19. THE FINAL UTILITY LINE SACKFILL REPORT FROM THE PROJECT SOIL
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL
IS SUITABLE FOR THE INTENDED USE.
24. THE FINAL C: i viPAC71U',4 RE:POh7 �GvD APPROVAL FROM THE SOILS
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TES77NG PERFORMED.
EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE
IN -PLACE DENSITY. WHETHER SAND CONE OR DRIVE RING AND SHALL
BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY
DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF
THE MAXIMUM DENS17Y CURVE'S USED BY THE FIELD TECHNICIAN.
21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE
CITY ENGINEER.
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR
SEPARATE BUILDING PERMIT.
23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS
AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
HIGHWAYS, IN ORDER TO ELIMINATE" ANY HAZARDS.
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR
PURVIEW
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFCIENT CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WI 77 f THE
PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
26 THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET
SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY
SUB -BASE
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF
SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR
TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION
FACILITIES. THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF
THE C17Y INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY
DEMONSTRATE THE FUNCT70NAL ADEQUACY OF THE FACILMES.
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL
MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL. PLAN
APPROVED FOR THIS PROJECT.
CATY CJF= LA GUI 'ETA
SITE PLAN / LOF
PRECISE GRADING PLAN
LOT 10 TRACTNO. 28470-1 SHEETS
78-601 DEACON Dim EAST
AP.N. 770-220-010
FILE NO.
DWG:
28470-PG---01
!TY OF LA QUINTA
BUILDING & SAFETY DEPT,
AP RnOV D
FAR CONSTRUCTION
DXT^E BY