HomeMy WebLinkAboutTract Map 29798-3 Lot 19-22, 71-75 Precise Grading C1 Y OF M LA
GRADINQ_MIM
0 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
Li PRECISE GRADING PLANAND SEDIMENT CONTROL ORDINANCE NO. 04--04, AND IF APPLICABLE, TO THE STATE
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
w ACTIVITIES.
Rm 979~ =3 LO 19m 71 =752. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
h PROJECT SITE A MINIMUM OF 3 FEET.
TR. 29798-3 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
v I1/}• STORM FLOWS, 0R PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED
V SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
67
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
43 µ
,� a ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
-o REDHAWK PKWY �$� a THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
a a COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
n LOMA LINDA
70 41 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
y OAD o 40 a v a PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
RAINBOW CANYON v GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
-7 _ 31 u ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
ROAD 35 aLEGENQ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
-0 REDHAWK PKWY ,
4 LOT NUMBER 123 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
s s0
� 17 36 TYPE/
ELEVATION TYPE ELEVATION 4BR 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
•
SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001.
WO F VALLEY ROAD _ 1° �' a FINISHED FLOOR Fr-mo".O TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS
VICINITY MAP L 15 u DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
N.T.S. ° a PAD ELEVATION PAD"`(=.0 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
14 57 PRELIMINARY SOILS REPORT.
10 13 a GARAGE ELEVATION GF-4000.0 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
30 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
42' 44' 42 1: 3' �' O -- - ---� TOP OF CURB 0000.00 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE
�� TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411.
w� FLOW LINE 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION
Uyr 76
HIGH POINT HP AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY
DURING THE GRADING PHASE.
WOLF CREEK CHANNEL FINISHED GRADE FG 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING,
1A 2A 51' 53'
--- -- -- -��-� - -�-- WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF
47.5' FINISHED SURFACE FS IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
TOP OF SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C.
GAR. GAR. GAR. INDEX MAP 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
SCALE: 1" = 200' GRADE BREAK GB BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN
42' 44' 42' TOP OF WALL TW MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL
TOP OF FOOTING TF APPROVE PLACEMENT OF FILL.
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
INVERT ELEVATION IE ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
WATER SERVICE "J GRADING OPERATIONS.
1B 2B 50.5' 3B 53' 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
47.5' SEWER SERVICE -�
HIGH POINT 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS
A PAD ELEV. -0. MIN. FIRE HYDRANT (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL
GAR. GAR. GAR.
DRIVEWAY SLOPES OVER 30' IN VERTICAL HEIGHT.
�e W �e ? 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
42 SLOPE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION
42' 44' (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO
BACKWATER VALVES BW ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
(DWTB1 B (E1�'ST
C C
GROUND SHALL BE GIVEN.
IN iE IN MIN MIN ENHANCED BLDG. ELEVATIONS 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
RIGHT SIDE OF LOT R, OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE
PAD PAD LEFT SIDE OF LOT NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
1 C 2C 51' 3C 53' FF Z Z FF REAR
47.5 z 18. EXISTING DRAINAGE COURSES SHALL CONTINUE T.0 FUNCTION DURING THE RAINY SEASON.
• I NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
16 K k 16 .- INDICATES EXTRA x
IN. MIN• DEPTH FOOTING 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
GAR. GAR. GAR. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
Z z RETAINING WALL
6" MIN. N 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
MUDSILL i k loft�k PUBLIC RIGHT-OF-WAY.
B U I LD I N G FOOTPRINTS SILLS6" MIN
IN GARAGE AREAS
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
GARAGE FLOOR R W AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
ABOVE GARAGE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
SCALE 1" = 30' BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
FLOOR SLAB TYPICAL SIDE YARD DRAINAGE NOTICE TO Q
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
12" MIN. ABOVE PAD ELEV. GARAGE DETAIL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
ROUND OFF TOP OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
P/L F'L AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL i
, DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
5 6" MIN. 5 MIN. 5 MIN. 6" MIN. 5 MIN. P/L AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
3' MIN. it it 3' MIN. 3' MIN. is WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
PAD ELEV MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. OF THE OWNER OR ENGINEER.
6" MIN.
PER PLAN FG FG
•:+ EXTRA DEPTH d
SECTION A- A
''' FOOTING
FOR REAR YARD SLOPES GREATER 12" MIN. 12" MIN. =FG-PAD ELEV UNDERGRQUNQ 5TBUQTURFq
PAD ELEV � � � STRUCTURES REPORTED Y TH WN R ROTHERSNOTIFICATIONS �.
THAN 5 IN VERTICAL HEIGHT WHERE NECESSARY ALL UNDERGROUND UTILITIES OR UC URESB E OWNER 0
PER PLAN 2% MIN. : 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
21% MAX. MIN. 21% MAX. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
2X MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
Underground Service Alert SECTION B-- B 21% MAX. SECTION
C- C TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694--6411
R OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT
INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227--2600
Cd: TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE �
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND QAaM QF 1-$OO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE . ._ �
227-2600 THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
CONCERNEDBEFORE STARTING WORK.
THE OWNER OF THE UTILITIES OR STRUCTURES PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47645'28"W LD04- 231 GR
1rND 1Nd11K�l0 DAA d!'FOIE YOU QIO N
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ��tVESS f rLANNINO ■ DEs1ON ■ CON6TRUCTION
SCALE D ��,/� RECOMMENDED BY: DATE: Drawin No.
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 ��► �E�- A. Tf r,�s�rlMROAD.SIAM4 0
CONTRACTOR HORIZONTAL •``' cy` �I• ; A,c�F�
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER '` �' CONSULTING WIDAMAM • FAX 9W.GM.7240• wwwlw.cam
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � i = ACCEPTED BY: DATE: �� PRECISE GRADING PLAN X1No-43090 "' DEPUTY DIRECTOR OF PUBLIC WORKS
FROM POST OFFICE AT TEMECULA 29 N.E. OF THE PR PAR BY RONALD J. PARKS
INSPECTORAS SHOWN • 3�31�� TRACT 29798-3 LOTS 19--22 & 71 --75
PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. 3'
VERTICAL Jf CI
r 1`
. .
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �t pts' MICHAEL A. AN . '•'•., PHASE 1
DATE COMPLETED F Qf C A`�� R.C.E.No. 43090 EXP. 3/31/06 R.C.E. No. 19744 EXPIRES 9/30 f 05- SH T. 1 OF 2
*0Z
A*
N% 11#4
PAD-",3 v
Q �
S� r g
rs
R1' ^ y r
rB �� ,'RFs ''��' 00
".,�
o � v
�
PAD-100D.5 �' ' cb
68
- �8,5 Q �• w PAD-1043.7
1 MIN• �, ,N � ►�q � �, a ��
7`2 owg A�-
411N.
49 e9
Z 10 c 1419
1
g 4 g ' 1 ^ ^ S"CO 043
�� `•' PAD-1 .4
9212 ._ 1 -38.83 � `�•
FG 92.12' S 12+lop
• a 3.6 F - Q
16, �
ti
(0 1•0% MIN. 7 18.73'
•61 I �I v� '"' ��
15' cb
1
(1r
25 ao
PAD-1044.3 �� R g .91 1.0Z MIN.71
ra
�f MIN. cV
40kn 00 ,38.99 1 .47 °v� o � it;# 2.0% 41.84 TW
a FS N c MIN.c3 40.5 TF
41' S4 �, RETAINING WALL
10.4% -• PER SEPARATE
` 1 08 PERMIT
MIN. 1 1 FS v 70
105.'57' DWY W=16 139.16 'o PAD-X1443.0
I FS � 10
M
1.0
- •- '�•
1. 1 m 95.30
8'* .02 18.42' - 2
,t
g 4 18.42 N 1 0%MIN• "
39.28 `^ $
2.0% FS t k-
�j a° 10.1% :z �j•`vim
24 ; 1AIN. g u- --gyp; W=1s 12.7X -0
Ia
lT3 , 39•36 �� r
PAD-10"l i 15 °- M n FS ��' .37 � 2.0%
r" r
I�IN .1 � 1 39. ► �t
n 102.54 R° 1 1AIN• 12 eon
5X2 -1fs g5 ap
r L O �.43 �= 8 s' 10
r t , J
CD • 1, I f
23
z 1 ^ 319.51 �, 1 •� 4? °�' '.- "�
PAD-1MA p^ 9.41
Nr- �
w NY000
n
21.16
74.8'4 `p ASSY T
-A1+
�6
.__.....�.... _ ... _. •---�• �`' EYP - _.,_ -- r �
°�.,m _. .. .. U._..._...�_ �....._ r 0 .78 30 0 30 60 90 _
^� GRAPHIC SCALE
EU
LD04-231 GR
_ rLANNINO ■ OCSION ■ CONSTRUCTION
DATE BY REVISIONS DATE ACCOD BENCHMARK %VESS10�, RECOMMENDED BY: Drawing No.
UNDERGROUND SERVICE ALERT SCALE � ,/� DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
SEE SHEET NO. 1 � v �' T ` �� . ■ ■ ��929%-�
CALL: M L FREE HOMzoHrK s 'a CONSULTING SMr • FAX OWAM.7240- � .0m ACCEPTED BY: DATE:
SHOWN No.43000 r DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN 2
_ _ As EV. 3/31/06 P EPA B . ki
SM-227 26M RONALD J. PARKS
s �! MCNAM AL T" TRACT No. 29798--3 LOTS 19-22 & 71 --75
tf of C A`�� LeftLN*. 43005 EV. 3/31/06 R.C.E. No. 19744 EXPIRES 9/30/05 •� SHT. 2 OF 2
/3 /oe PHASE 1 �
T w1oRKIM DAYS OU YOU