HomeMy WebLinkAboutPalm Desert Title Block 20240828PALM DESERT GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD DRAWINGS
AND SPECIFICATIONS OF THE CITY OF PALM DESERT, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND
CALTRANS STANDARD SPECIFICATIONS WHEN APPLICABLE.
2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE CITY
OF PALM DESERT.
3. THE ENGINEER OF RECORD SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED.
4. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION,
THE ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE
SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND
ADJACENT UTILITIES, FACILITIES AND PROPERTIES.
6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT
ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM
STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL
WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS.
7. THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL NECESSARY
SAMPLES AND TESTS THAT THE CITY ENGINEER MAY REQUIRE TO ASSURE THAT QUALITY OF
MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE SPECIFICATIONS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL
FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY.
9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, WHETHER FOUND FROM
RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCATED AND
REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING
CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 8771 OF THE LAND
SURVEYORS ACT AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR'S
EXPENSE.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION IN PALM DESERT AT (760)
776-6450 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES OR FOR EMERGENCY
ASSISTANCE CALL:
WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651
SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651
ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291
GAS THE GAS COMPANY 1-800-427-2200
TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000
CABLE TIME WARNER 760-340-1312
DIG ALERT 1-800-227-2600
TRAFFIC SIGNAL 760-776-6364
12. THE ENGINEERING DIVISION DOES NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF
THE QUANTITIES SHOWN HEREON.
13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST NO. 301—F FOR DETERMINATION
BY THE R—VALUE METHOD.
14. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING
PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED
AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC
EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD
SPECIFICATIONS.
15. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM
DESERT ENGINEERING DIVISION, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS
FROM THE DATE OF APPROVAL BY THE CITY ENGINEER.
16. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS
AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS
CREATED BY THE REMOVAL OPERATIONS SHALL BE DISPOSED OF AWAY FROM THE JOB
SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND
ORGANIZATIONS.
17. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST
TO THE CITY OF PALM DESERT.
18. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA.
20. NO PUBLIC STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR WRITTEN APPROVAL
OF THE CITY ENGINEER.
21. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF
THE CITY ENGINEER.
22. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR
THE CITY TO ARRANGE FOR NECESSARY WORK TO BE COMPLETED BY OTHERS. COSTS TO
COMPLETE THE WORK BY OTHERS WILL BE CHARGED TO THE CONTRACTOR.
23. EXISTING STORM DRAIN PIPES/ CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED,
ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR
CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE PUBLIC WORKS
DEPARTMENT.
24. ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL
BE REPAIRED OR REPLACED TO THE APPROVAL OF THE CITY AND THE PROPERTY OWNER.
25. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A MINIMUM OF 48 HOURS
IN ADVANCE.
26. CONTRACTOR SHALL CALL THE ENGINEERING DIVISION TO REQUEST INSPECTION A
MINIMUM OF 24 HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL KEEP THE
INSPECTOR INFORMED OF PROGRESS OF THE WORK ON A DAILY BASIS. IMPROVEMENTS
PLACED WITHOUT INSPECTION MAY BE REJECTED AND ARE SUBJECT TO REMOVAL.
DEC
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
BENCHMARK: P.D. #164 (USC&GS N-517 1955)
ELEVATION: 360.103 FT DATUM: NGVD29
LOCATION: 3.75" UCS&GS BRONZE DISC IN CONCRETE MONUMENT
WELL LOCATED 49 FT WEST AND 152 FT NORTH OF THE
INTERSECTION CENTERLINE OF HIGHWAY 74 AND THE CENTERLINE
OF SHADOW MOUNTAIN DRIVE, 12.75 FT WEST OF WESTERLY CURB.
(NGVD 29)
BASIS OF BEARINGS: THE CENTERLINE OF STATE HIGHWAY 74 BEING
N79°29'32"E PER PM.......
IN THE CITY OF PALL-1 DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
CASE NUMBER & P Rlt, 0 J E C T NAME
P JR4 J E C T A D D E S S
NOTICE TO ENGINEER PREPARING PLANS FOR SUBMITTAL TO THE CITY OF PALM 1
DESERT LAND DEVELOPMENT DIVISION:
ALL PLANS SHALL BE PREPARED ON THIS TITLE BLOCK. COVER SHEET SHALL BEAR
ALL ITEMS SHOWN AND PROJECT INFO AT RIGHT SHALL BE COMPLETED OR PLAN WILL
NOT BE ACCEPTED.
CONSTRUCTION KEY NOTES AND QUANTITIES MUST BE PROVIDED FOR PLAN TO BE
ACCEPTED FOR SUBMITTAL. ENGINEER WILL PROVIDE COST ESTIMATE FOR
CALCULATION OF FEES WHEN CITY REQUESTS TECHNICALLY CORRECT PLAN BE
PREPARED ON MYLAR. '
ALL GRADING AND IMPROVEMENT PLANS SHALL BE COMPLETE.
ENGINEER OF RECORD SHALL PERFORM A QA/QC REVIEW OF EACH SUBMITTAL, AND
DETERMINE HE/SHE IS SATISFIED W/ THE COMPLETENESS AND ACCURACY OF THE '
PLAN PRIOR TO ITS SUBMITTAL FOR PLAN CHECK.
ENGINEER SHALL REMOVE THIS CLOUDED ELECTRONIC NOTE FROM SHEET WHEN PLAN
IS SUBMITTED. 1
NOTICE TO ENGINEER PREPARING PLANS FOR SUBMITTAL TO THE CITY OF PALM
DESERT DEPARTMENT OF PUBLIC WORKS:
tNSE'F'T NOTES
ACCO-RDING T 0 TYPE
OF PLAN
F3 EING S UF3 M I T T E D
ENGINEER SHALL REMOVE THIS CLOUDED ELECTRONIC NOTE FROM SHEET WHEN PL
IS SUBMITTED.
GRADING/CONSTRUCTION NOTES
CN
DESCRIPTION
QTY.
UNIT
®CONSTRUCT
8" CURB AND GUTTER PER CITY OF PALM DESERT STANDARD
DRAWING #102
#,###
LF
®CONSTRUCT
MODIFIED 6" CURB AND GUTTER PER CITY OF PALM DESERT
STANDARD DRAWING #102
#,###
LF
EASEMENT NOTES
CONSTRUCT 8" CURB AND GUTTER PER CITY OF PALM DESERT STANDARD
DRAWING #102
CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY FO PALM DESERT
STANDARD DRAWING #102
SHEET INDEX
1
COVER SHEET
2
SOILS ENGINEER'S CERTIFICA TE
WE HAVE REVIEWED THIS GRADING PLAN AND ROFESS/O
FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE ape N9�
WITH THE RECOMMENDATIONS OF OUR SOILS
REPORT FILE NO. ####### DATED ##/##/####.
NO. #####
* MON. DID, YEAR
F
GEOTECHNICAL ENGINEER DATE `r�q�OTfCHN��P���P
EXP. DATE ##/##/#### F OF CA_\F
GEOTECHNICAL ENGINEERS FIRM AND PHONE NUMBER
GEOTECHNICAL ENGINEERS ADDRESS
ENGINEER CITY ENGINEERS SEAL
MARK BY DATE REVISIONS APPR. DATE �oQROFESS/O�yq�
21
W NO. ##### P
* MON. DD, YEAR
J'J9T C
F OF CA0\
INDEX MAP
ENGINEER SHALL PROVIDE INDEX
MAP OF MINIMUM SCALE 100'
ON THIS COVER SHEET
ABBREVIATION
DEFINITION
ABBREVIATION
DEFINITION
A.C.
Asphaltic Concrete
M.V.
Mercury Vapor
Ac.
Acre
Max.
Maximum
Area
Area
Min.
Minimum
Ave.
Avenue
N.
North
Avg.
Average
N.T.S.
Not to Scale
B.C.
Beginning of Curve
NE'ly
Northeasterly
B.C.R.
Beginning of Curb Return
N'ly
Northerly
B.M.
Bench Mark
No.
Number
B.V.C.
Beginning of Vertical Curve
NW'ly
Northwesterly
Blvd.
Boulevard
O.C.
On Center
C
Center
Opp.
Opposite
C&G
Curb & Gutter
P.B.
Pull Box
C.B.
Catch Basin
P.C.
Point of Curvature
c.f.
Curb Face
P.C.C.
Point of Compound Curvature or
C.I.
Cost Iron
Portland Cement Concrete
C.M.P.
Corrugated metal pipe
P.C.V.C.
Point of Compound Vertical Curve
C.M.P.A.
Corrugated metal pipe arch
P.I.
Point of Intersection
C.O.
Cleonout
P.P.
Power Pole
C.P.
Concrete pipe
P.R.C.
Point of Reverse Curvature
C.R.
Curb Return
P.R.V.C.
Point of Reverse Vertical Curve
C.T.B.
Cement treated base
P.T.
Point of Tangency
c.y.
Cubic Yards
R
Property Line
Calc.
calculated
Pt.
Point
Cb.
Curb
R.
Radius
C—C
Center to Center
R.C.P.
Reinforced Concrete Pipe
Cir.
Circle
R.E.
Registered Engineer
Center Line
R.S.
Record of Survey
Co.
County or Company
R.W. Hdr.
Redwood Header
conc.
Concrete
R/R
Railroad
const.
Construct
R/W
Right of Way
car.
Corner
Rd.
Road
cu. ft.
Cubic feet
Rec.
Record
D.G.
Decomposed Granite
Riv.
Riverside
D/W
Driveway
Rt.
Right
Dr.
Drive
S.
South
E.
East
S.B.
San Bernardino
E.C.
End of Curve
S.D.
Storm Drain
E.C.R.
End of Curb Return
S/W
Sidewalk
E.P.
Edge of Existing Paving
Sec.
Section
E.V.C.
End of Vertical Curve
SE'ly
Southeasterly
Elev.
Elevation
Sly
Southerly
Ely
Easterly
Spec.
Specifications
Est.
Estimate
Spk.
Spike
Exc.
Excavation
Sq.
Square
Exist
Existing
SBB&M
San Bernardino Base & Meridian
F.B.
Field Book
St.
Street
F.H.
Fire Hydrant
Sta.
Station
F.L.
Flow Line
Std.
Standard
Fd.
Found
Stk.
Stake
Ft.
Foot
SW'ly
Southwesterly
Guy
Guy wire of pole
T.C.
Top of Curb
Hor.
Horizontal
T.P.
Top of Pavement
I.B.M.
Imported Base Material
Tel.
Telephone
Inv.
Invert
Typ.
Typical
L.F.
Linear Feet
V.C.
Vertical Curve
Lot.
Lateral
V.C.P.
Vitrified Clay Pipe
Lt.
Left
V.P.I.
Vertical Point of Intersection
M.H.
Manhole
Vert.
Vertical
M.O.
Middle Ordinate
W.
West
M.O.C.
Middle of Curve
W'ly
Westerly
ENGINEER'S
LOGO NAME
ENGINEER'S ADDRESS
ENGINEER'S CITY, STATE, ZIP
ENGINEER'S PHONE AND FAX NUMBER
aNI111NII0XII I,10131:it:I=911V 2Eel I 11111.Yn»:;0F1.9to] ► We] 9
DATE:
ENGINEERS NAME, R.C.E. NO. ##### EXP. ##/##/##
CITY OF PALM DESERT
MICHAEL S. ROWE, PE
CITY ENGINEER
R.C.E. 56069, EXP. 12/31/24
TYPICAL LEGEND
EASEMENT - — — — — — — -
ROLLED/WEDGE CURB - — — — — — — -
CURB AND GUTTER
CENTERLINE - -
UNDERGROUND UTILITIES
SANITARY SEWER SS
WATER LINE W
STORM DRAIN S.D.
GAS LINE G
IRRIGATION LINE —IRR.
TOPOGRAPHY
BLOCK WALL
BOARD FENCE
—X— —X— WIRE FENCE
e 0 CHAIN LINK FENCE
QS
SANITARY SEWER M.H.
OD
STORM DRAIN M.H.
LJ
TELEPHONE VAULT
WATER METER
2S
FIRE HYDRANT
POLE & GUY ANCHOR
POLE
TRAFFIC SIGN
.r
CONCRETE
ASPHALT
L
EDGE OF PAVEMENT
BUILDING
UNDERGROUND STRUCTURE
OVERHANGING STRUCTURE
RIGHT-OF-WAY
POINT OF INTERSECTION
LOT LINE
EXISTING
PROPOSED
CATHEDRAL
CITY —
LIGHT GRAY
BLACK
THOUSAND
RAMON \ RD PALMS
o a-
0
P
L M
F GERALD FORD
41"�
E
D E
FRANK SINATRA
J
Y
O
W
0
COUNTRY
¢
U
CLUB
RANCHO m
a
MIRAGE � m
w
HOVEL
z
o
z�
z
¢Q
d
rprn
TELEPHONE CONDUIT T
T
ELECTRICAL CONDUIT — E — —
E —
STREET LIGHTING SL
SL
TRAFFIC SIGNAL —SIG— —SIG—
CABLE TELEVISION CTV
CTV
TOP OF SLOPE
TOE OF SLOPE
DIRECTION OF FLOW
RETAINING WALL
�] GAS METER
RAILROAD TRACKS
RAILROAD SIGNAL
STREET LIGHT
® VALVE
MONUMENT
STREET NAME SIGN
i MAIL BOX
CITRUS TREE
DECIDUOUS TREE
PALM TREE
t-I o i:,
TREE STUMP
C�
SHRUBBERY
TRAFFIC, LIGHTING, & STRIPING LINE STYLES
EXISTING LANE - - - - - -
PROPOSED LANE —
EXISTING LEAD-IN - - - - - - - - - - -
PROPOSED LEAD-IN
EXISTING LANE -- - - - - --
EXTENSION
PROPOSED LANE - - - - - -
EXTENSION
EXISTING LANE DROP - - - - - -
UTILITY LINE STYLES
PROPOSED LANE DROP
EXISTING SOIL
0 O0g GRAVEL
•
TRAFFIC CONE
O O
BARRICADE
QO
DELINEATOR
[^]
BIKE LANE SIGN
EXISTING LANE 00000000
EXTENSION
PROPOSED LANE 00000000
EXTENSION
EXISTING DOUBLE CENTER - - - - - -
PROPOSED DOUBLE CENTER
EXISTING PASSING ZONE - - _ _
PROPOSED PASSING ZONE —
TELEVISION
TELEPHONE
TELECOM
- - tc
FIBER OPTIC
fo
ELECTRICAL
- e
SYMBOLS
PROPOSED EXISTING
- — - (oh)
- - (oh)
- - (oh)
(oh)
— - (oh)
-
L-J
LOUVERED VISOR (LEFT -ANGLE SHOWN - REVERSED FOR RIGHT ANGLE)
0
L J
TRAFFIC SIGNAL PULLBOX (PB)
C�
L-J
STREET LIGHTING PULLBOX (SLPB)
®
wxy
CONTROLLER CABINET
%J
UNDERGROUND SERVICE CABINET
O
TRAFFIC SIGNAL POLE
`}-
VEHICLE SIGNAL HEAD WITH NO BACK PLATE
VEHICLE SIGNAL HEAD WITH BACK PLATE
f�
<4<-
PROGRAMMED VISIBILITY VEHICLE HEAD (3-12" SECTIONS)
<:0+-
SIGNAL VEHICLE HEAD WITH ALL 12" ARROW INDICATIONS
(REVERSE DIRECTION OF ARROW FOR LEFT OR RIGHT TURNS)
L1J
PEDESTRIAN SIGNAL HEAD
SIGNAL AND LUMINAIRE MAST ARMS WITH VEHICLE SIGNAL HEAD,
__-y
3-12" SECTIONS WITH BACK PLATE
r
MAST ARM WITH VEHICLE SIGNAL HEAD, 3-12" SECTIONS WITH BACK PLATE
�
TRAFFIC SIGNAL POLE WITH VEHICLE SIGNAL AND PEDESTRIAN HEADS
x ❑7
kx -�
TRAFFIC SIGNAL POLE WITH LUMINAIRE MAST ARM
RETRO-REFLECTIVE MAST ARM MOUNTED SIGN
INTERNALLY ILLUMINATED MAST ARM MOUNTED SIGN
Q
";
INDUCTIVE LOOP DETECTOR
C>
BICYCLE LOOP DETECTOR
_j
VIDEO DETECTION CAMERA
®
;
VIDEO DETECTION ZONE
o-
o-
WIRELESS RADIO ANTENNA
FLASHING BEACON
PLAN CHECKED BY: -
CIVIL
TRAFFIC
�A1K R1
74
— 10
DR
42ND AVE
G DR INDIO
111
,
z
INDIAN Z o
WELLS w
LA
VICINITY MAP QU I N TA
NOT TO SCALE
PROJECT INFO
PROJECT:
TRACT OR PARCEL MAP NUMBER AND LOT
PRECISE PLAN OR CUP CASE NUMBER
PROJECT NAME
PROJECT ADDRESS
CITY STATE ZIP
PROJECT DATA:
TOTAL LOT AREA: FT (ACRES)
DISTURBED AREA: FT (ACRES)
BUILDING TYPE: (I.E. OFFICE)
BUILDING AREA: FT (ACRES)
PRIVATE LANDSCAPE AREA: FT (ACRES)
PUBLIC LANDSCAPE AREA: FT (ACRES)
FEMA FLOOD DATA:
FLOOD ZONE, PANEL, DATE
ZONE DEFINITION
TOPOGRAPHIC AND BOUNDARY SURVEY:
SURVEY PERFORMED BY: NAME OF FIRM
DATE OF SURVEY: ##/##/####
EARTHWORK QUANTITIES:
RAW CUT:
RAW FILL:
SHRINKAGE:
IMPORT:
EXPORT:
APN AND LEGAL DESCRIPTION:
APN—APN—APN
LEGAL DESCRIPTION (I.E. LOT X OF TR XXXXX OR
THE NW QUARTER OF THE SOUTH HALF OF
SECTION XX, TOWNSHIP X SOUTH, RANGE X EAST,
SAN BERNADINO BASE MERIDIAN.)
CIVIL ENGINEER: OWNER:
CONTACT CONTACT
FIRM FIRM
ADDRESS ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE # PHONE #
FAX# FAX#
SOILS ENGINEER: ARCHITECT:
CONTACT CONTACT
FIRM FIRM
ADDRESS ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE # PHONE #
FAX# FAX#
LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER:
CONTACT CONTACT
FIRM FIRM
ADDRESS ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE # PHONE #
FAX# FAX#
REFERENCE DATA:
ENGINEER SHALL LIST ALL RECORD
DATA, REPORTS, AND DRAWINGS
RELEVANT TO PREPARATION OF
THESE PLANS AND CONSTRUCTION
OF THE ASSOCIATED PROJECT.
CITY OF PALM DESERT
SHEET TITLE O.E. PRECISE GRADING PLAN)
TRACT OR PRECISE PLAN CASE #
PROJECT NAME
LEGAL DESCRIPTION (I.E. LOCATED IN A PORTION OF THE NW 1/4 OF
SECTION 19, T5S, R6E, SBBM
WDID#: X XXXXXXXXX
SHEET
OF
SHEETS
CITY FILE NUMBER