HomeMy WebLinkAboutTract Map 30264-10 Lot 1-20 Precise Grading---RAINBOW ON
ROAD
VICINITY MAP
FLOOR PLAN 1
2928 S.F.
50.0'
FLOOR PLAN 2X
3357 S.F.
50.0'
WROJECT SITE
'30264-10
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3357 S.F.
#.
FLOOR PLAN 3
3605 S.F.
48.0'
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24' MAX.
HIGH POINT = PAD
Pi YGrl rvuv Y = r
ELEVATION -0.2
MIN.
SEDIMENT CONTROL ORDINANCE NO. 04 04, AND, IF APPLICABLE, TO THE STATE WATER
PA
2%
1I
5
5'
$ 10Z
PAD ELEVATION MIN.MIN
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B
3CR
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FAQ
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P
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5'
PAD ELEVATIONrC.
C
11
FOOTING TO BE DEEPENED
t ® O
O°
LENGTH OF
DEEPENED FOOTING (D.F.)
F.F. ELEV.
L1r7=�Pll
VARIES, 6" MIN. TO
6" + EXTRA DEPTH FOOTING
PER PLAN, MAX.
49 I 12" MIN.
N
NOTE: THE EXPOSED PORTION OF THE DEEPENED FOOTING
SHALL BE FORMED.
TYP. EXTRA DEPTH FOOTING PLAN
N.T.S.
CONSTRUCTION
RECORD . .
r
CONTRACTOR
MODEL TYPE
5' MIN. -
4' M
LENGTH OF DEEPENED
FOOTING (D.F.)
ENHANCED ELEVATION
PER PLAN
RETAINING WALL,
WHEN REQUIRED,
BY SEPARATE PERMIT
GARAGE FINISH FLOOR ELEVATION -
INDEX
SCALE: 1" = 200'
TYPICIAL LOT
.
�RECISE GRADING PLAN
mr" h mmm Ab" E 4
T R m 44300ft A z0ft a 4 =1 0% L q'pjl& -T *AN% I = 20ft U
•► -3
\BOVE PAD ELEVATION)
PAD ELEVATION
- RIGHT-OF-WAY
CURB
Pi YGrl rvuv Y = r
ELEV. - 0.22
SEDIMENT CONTROL ORDINANCE NO. 04 04, AND, IF APPLICABLE, TO THE STATE WATER
2%
1I
MAX.
$ 10Z
N
PA 5'
35
3CR
FF=1068.88
PAD=1068.30
EXTERIOR ALL AT NOT LESS THAN 9" PER FOOT FORA MINIMUM OF 3 FEET.
6
oOF.
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
(;FF=10AR_1R
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100 -YEAR
TYPICIAL LOT
.
�RECISE GRADING PLAN
mr" h mmm Ab" E 4
T R m 44300ft A z0ft a 4 =1 0% L q'pjl& -T *AN% I = 20ft U
•► -3
\BOVE PAD ELEVATION)
PAD ELEVATION
- RIGHT-OF-WAY
CURB
19. ALL rKUrtKIT CORN S SHALL tJL CLEARLY UtLINEAIED IN IHE FIELD PRIOR TO
COMMENCEMENT OF ANY CON STRUCTION/GRADING.
I CONTRACTORS 0. THE PERMITTEE UST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK THIN A
NOTPUBLIC RIGHT-OF-WAY.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR1. APPROVAL OF ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE JO SITE CONDITIONS DURING E CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPLICANT AND HIS ENGINEER 0 RESPONSIBILITY FOR CORRECTION OF
OF ALL PERSONS AND PROPERTY; AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ERRORS R OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
AND NOT ELIMITED TO NORMAL WORKING HOURS; AND AT E CONTRACTOR SHALL APPROPRIATE PLAN REVISIONS SHALL EPROMPTLY SUBMITTED TO CITY ENGINEER
DEFEND, INDEMNIFY AND HOLD E O AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF FOR REVIEW AND APPROVAL.
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM E SOLE NEGLIGENCE22. E ISSUANCE OF I PERMIT Y THE CITY OF TE ECULA DOES NOT IMPLY OR PROVIDE
OF OWNER R ENGINEER. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
CON ACTOR/0 ER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
QUANTITYEARTHWORK INOTIFICATIONSUNDERGROUND STRUCTURES
GRADING NOTES
1. ALL GRADING AN LA D ACTIVITIES ` SHALL CO TO E GRADING, EROSION
SEDIMENT CONTROL ORDINANCE NO. 04 04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCESL A GENERAL I FOR T UTI ACTIVITIES.
1I
a , a
BUILDING PAD AND DRAINAGES L L SHALL BE A MINIMUM OF 170. DRAINAGE
PA 5'
SWALES SHALL BE A MINIMUM OF 0.2' DE P AND BE CONSTRUCTED A MINIMUM OF 2'
AWAY FROM THE TOP OF GRADED SLOPES, FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR ALL AT NOT LESS THAN 9" PER FOOT FORA MINIMUM OF 3 FEET.
SUBSIDENCE
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
FOR REAR YARD SLOPES GREATER
AN 5' IN VER11CAL HEIGHT
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100 -YEAR
STORM FLOWS, OR PROVIDEGRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
CTI
OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
NO SCALE
SURFACE RUNOFF AWAY FROM TOP OF SLOPES.
. . r
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
PSL
'
SOIL ENGINEER 0 ENGINEERING GEOLOGIST O SHALL CERTIFY AT ALL FILLS HAVE
IN.
5' IN.
N PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
MUDSILL
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FILLS OVER 1' DEEP.
3' IN.
f .
UPPER PAD
. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
FINISHED
UDSILL
DEPARTMENT A IT CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
+
"MIN.
SURFACE
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
LO R PAD
PERMIT. CERTIFICATION SHALL TO LINE, GRADE, ELEVATIONAN LOCATION OF CUT /
®
FILL SLOPES.
>,_,�L
11N
J_
2% MIN.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
20% MAX."MIN.
27 MIN
6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
20% MAX.
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
-I-I SLOPE VARIES
SEC
DATED MAY 1, 2004. O SET OF FINAL COMPACTION REPOT SHALL BE
2:1 MAX.
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT IGH SHALL INCLUDE FOUNDATION
NO SCALEDESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DOE IN
CONFORMANCE WFITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
5' MIN. P/L
UDSILL
_
. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS I
3' MIN. 2' MIN. FINISHED SURFACE
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
UST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
PUBLIC WORKS DEPARTMENT PHONE: (1) 94- 6411
®
6"M[N.
SLOPE VARIES
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
2:1 M AX.
SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
•A
THE GRADING PHASE.
MIN. -11.
6--J
POST -GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, MERE
20% MAX.
IN
APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
SECTION ®C
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
FLOW PREVENTION DEVICES PER THE U.P.C.
NO SCALE
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
PLACEMENT OF FILL.
1. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE A U S SHALL BE IMPLEMENTED TO PROTECT ADJOINING
LEGEND
AND DOWNSTREAM PROPE TIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS.
FS FINISH SURFACE
3
SHEET N .
TC TOP OF CURB
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
PAD 1200.1 PAD ELEVATION
L FLOW LINE ELEVATION TRACT BOUNDARY
1. STABILITY CALCULATIONS NTH A FACTOR -OF -SAFETY OF AT LEAST ONE AND
INV. INVERT
FIVE -TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FF FINISH FLOOR RETAINING ALL
FILL SLOPES OVER 0' IN VERTICAL HEIGHT.
GFF GARAGE FINISH FLOOR
EXISTING CONTOURS
16. A REGISTERED CIVIL ENGINEER 0 LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
1234.0 LO LINE ELEVATION
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
F.L PROPOSED CONTOURS
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION NTH
DEEPENED FOOTING
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
G.B. GRADE BREAK
THE ADJACENT GROUND SHALL BE GIVEN.
STREET LIGHT ENHANCED EAR
17. OSLO A SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY E REQUIREMENTS
FIRE HYDRANT ELEVATION
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
ENHANCED SIDE
ORDINANCE NO. 4-4 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
TW TOP OF WALL ES
RIGHT ELEVATION
ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
TF TOP OF FOOTING ENHANCED SIDE
L
18. EXISTING DRAINAGECOURSES SHALL CONTINUE TO FUNCTION DURING RAINY SEASON.
DETAILFNUMBERE LEFT ELEVATION
0 OBSTRUCTIONOF FLOOD PLAINS 0 NATURAL WATER COURSES SHALL BE PERMITTED.
3 SHEET DETAIL SHO
19. ALL rKUrtKIT CORN S SHALL tJL CLEARLY UtLINEAIED IN IHE FIELD PRIOR TO
COMMENCEMENT OF ANY CON STRUCTION/GRADING.
I CONTRACTORS 0. THE PERMITTEE UST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK THIN A
NOTPUBLIC RIGHT-OF-WAY.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR1. APPROVAL OF ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE JO SITE CONDITIONS DURING E CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPLICANT AND HIS ENGINEER 0 RESPONSIBILITY FOR CORRECTION OF
OF ALL PERSONS AND PROPERTY; AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ERRORS R OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
AND NOT ELIMITED TO NORMAL WORKING HOURS; AND AT E CONTRACTOR SHALL APPROPRIATE PLAN REVISIONS SHALL EPROMPTLY SUBMITTED TO CITY ENGINEER
DEFEND, INDEMNIFY AND HOLD E O AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF FOR REVIEW AND APPROVAL.
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM E SOLE NEGLIGENCE22. E ISSUANCE OF I PERMIT Y THE CITY OF TE ECULA DOES NOT IMPLY OR PROVIDE
OF OWNER R ENGINEER. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
CON ACTOR/0 ER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
QUANTITYEARTHWORK INOTIFICATIONSUNDERGROUND STRUCTURES
lDrawing No.
ME Er
Inc RECOMMENDED BY:DATE:Ir
r
Y
i
PUBLICEngineering - Surveying - Planning. Landsca CITY OF TEMECULA DEPARTMENT OF WORKS
Rn ME r 4
RIVERSIDE COUNTY 600-62-69 1970pe Architecture
BRASS
.,. EAST OF CONCRETE
MARKER IZONTAIL Three SetterWorld Cir. Ste. 200 Temecula,
ACCEPTED
STAMPED • ":.. RESET, 2.9 MILES S.E. ALONG PALA y i K....PRECISE GRADING PLAN
FROM POST OFFICE AT TEMECULA a i �PR PARED BY:RONALD J. PARKS
,
DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4
OF r' CONCRETE
STANDPIPE. .r l !i ! �..�.TR 30264-10
R.C.E. No. 19744 EXPIRES
9/30/07 LOTS 1-20
,
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iEMBANKMENT
y •
SUBSIDENCE
..�■..
r;
SHRINKAGE
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IIID
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WAX "A 011111,
....
lDrawing No.
ME Er
Inc RECOMMENDED BY:DATE:Ir
r
Y
i
PUBLICEngineering - Surveying - Planning. Landsca CITY OF TEMECULA DEPARTMENT OF WORKS
Rn ME r 4
RIVERSIDE COUNTY 600-62-69 1970pe Architecture
BRASS
.,. EAST OF CONCRETE
MARKER IZONTAIL Three SetterWorld Cir. Ste. 200 Temecula,
ACCEPTED
STAMPED • ":.. RESET, 2.9 MILES S.E. ALONG PALA y i K....PRECISE GRADING PLAN
FROM POST OFFICE AT TEMECULA a i �PR PARED BY:RONALD J. PARKS
,
DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4
OF r' CONCRETE
STANDPIPE. .r l !i ! �..�.TR 30264-10
R.C.E. No. 19744 EXPIRES
9/30/07 LOTS 1-20
.W- DAYS BEFORE YOU DIG
CONSTRUCTION RECORD
*ATE COMPLETED
a
TC
........... ....
OGGE'R rR
SEE SHEET 3
REMOVABLE CAP
PVC SCHEDULE 41
FINISHED GRADE -n
4" 'rwo WAY CLEANOUT-/
PVC SCHEDULE 40
CLEANOUT DELAIL
NO SCALE
VARIES NTH SLOPE
PROVIDE 3/4"x2" NOTCH IN HEADWALL
AND DOWNDRAIN TO RECEIVE GRATING
CONCRETE HEADWALL
PIPE SIZE AND
TYPE PER PLAN�[
M
0
INV. ELEV.
PER PLANsY
8
L
6---a-] [--a—
SECTION A—A
M -0007
WELD WASHERS TO REMOVABLE
GRATE (4 TOTAL) r--- 4" 1'-01" MIN.
S
a
4 " aj 11J%,1 1 1 %_.1 I N J_.; Lj
#4 GALV. BARS 0 3- O.C. WELDED
TO GALV. #4 SUPPORT BARS
NO
PLAN VIEW TES: Cl
1. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION OF THE ENGINEER
PRIOR TO PLACEMENT OF CONCRETE.
2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE
REINFORCED WITH 6"x 6" W 1.4 x W 1.4 WELDED WIRE FABRIC.
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3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN
ROAD RIGHT-OF-WAY.
C>
4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
DOWN DRAI N___A_N D PIPE TRA SITION DELALL
N.T.S.
111i
I.,
0
SCALE: 1 '
20 -0 1
Z7 U
8 0
u) E
LD06-109GR
a
BENCHMARK ?,OF ESS/0 our E
Drawing No
SCALE Hall & Foreman, Inc. RECOMMENDED BY: &-i-a
o Do Nor
DEPARTMENT OF PUBLIC WORKS
'�! Q0
Engineering -Surveying -Planning• Landscape Architecture C I TY OF TEMECULA �C:)
HORIZONTAL Three BetterWorld Cir. Ste. 200 Temecula, Ga. 92590
NO. 16526 Ph. 951 290,9300 Fox. 951 294-9301 ACCEPTED BY: DATE:
CL
SEE SHEET 1 PRECISE GRADING PLAN
AS SHOWN EXP. 6-30-07 ' RONALD J. P� KS
M PREPARED BY. -
DEPUTY DIRECTOR OF PUBLIC WORKS
E -6
VERTICAL 14�76 PHASE 4
DATEV
c RED W.�DOERGES TR 30264-10
C. 16 6 Cl
®F CA - R.C.E.No. 16526 EXP. DATE 6-30-07 R.C.E. Na.19744 EXPIRES 9/30/07 SHT. 2 OF 3
I LOTS 1-49 17-20
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