HomeMy WebLinkAboutTract Map 29798-4 Lot 21-40 Precise Grading GRADING-NOCITY OF T M C LA TE
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
w SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
PR C1 RA IN P1 AN 0 iffl, PA 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE
PROJECT SITE MU9SU lTRSWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
1 0 9 9 OT AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
TR. 29798-4 ■ 20 EXTERIOR WALLS AT NOT LESS THAN 14" PER FOOT FOR A MINIMUM OF 3 FEET.
hM. PAD FINISHED MUDSILL
_ T SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
La _ - - - LOWER PAD
79 . , - - . . - 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED M CONVEY 100-YEAR
v _ WALLABY WA 6"IrNN. . - STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
MIN. - OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
123 24 20X MAX. 6"MIN. - SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
20
-o REDHAWK PKWY Y1 25 x MI ' 5.
= 20X MAX. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER
SECTION B-B ?-Ti
VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
s LOMA LINDA 1! 21 29 NO SCALE X. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
7- 3 FILLS OVER 1' DEEP.
ROAD 1
7� 1• 20 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT MTHE CITY OF TEMECULAOS PUBLIC WORKS
RAINBOW CANYON -0 4 PA DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ROAD REDHAWK PKWY 17 o' 1� MUDSILL ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
G� s INp SURFA�
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
l6 � �► � 12! MK AIDOVE PAft-ELID&16 FILL SLOPES.
17 ROUND
PSL D 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
7 ' ITLVARES
WOLF VALLEY ROAD 15 - 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
VICINITY MAP f / 16
N.T.S. ��G 6 --� PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER
14 \ - 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL. BE SUBMITTED TO THE
MIN. PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
13 Felt REM., YARD SLOPES allEATEIt �X MAX. 6" RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
S THAN 5 IN VERTICAL HEIGHT MIN. WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
1= 10 SECTION A--A SECTION C---C
� 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
42.00' 42.00' 42.00' 11 - NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
1� 11 MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
13 -M X308-1 �. U PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
LOTo _
2» _j J 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
FINISH FLOOR � IT SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
3A 3B 3C 9" Q THE GRADING PHASE.
0 V_ NIGH POINT
O N F MODEL TYPE PAD ELEVA N- .1 - f �- ' i. �_ - - - 2X MIN [� 2% NIIN.
N n � � •' - ---. - 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE UNITED M. INSTALLING, WHERE
- -- APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
ii
GARAGE GARAGE GARAGE ;r,= LOT NUMBER - - ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
DEEPENED FOOTING ELEVATION TYPE - OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
PER PLAN 8"
NDEX M� .; - FLOW PREVEN110N DEVICES PER THE U.P.C.
3g FINISH FLOOR ELEVATION � - 2" SAND �� FILL DISPOSAL
3CR 8 ABOVE PAD ELEVATION �; i" _ 2QQ•
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
s' MIN. FF=1070.17 PAD ELEVATION PAD GRADE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
PAD=1069.50 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
40.0040.00' 40.00' 4' MI 4. BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
FQUNDATION N SECTION
REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
on LENGTH OF DEEPENED x ® c PLACEMENT OF FILL.
FOOTING (D.F.) NO SCALE
ENHANCED ELEVATION 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
PER PLAN PROPERTY LINE * ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
2A 0 2B o 2C p RETAINING WALL. GRADING OPERATIONS.
U7 WHEN REQUIRED,
6 o) � BY SEPARATE PERMIT F-1 LEGEND
Ln U') 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
GARAGE FLOOR ELEVA i FS FINISH SURFACE F11SHEET NO.
ARA r RIGHT-OF-WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT by A
60.50' cuReFL FLOW UNE ELEVATION TRACT BOUNDARY
REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
.....---.---
A N
FILL SLOPES OVER 30 IN VERTICAL HEIGHT.
42.00' 42.00' 42.00' INV. INVERT
op TYPICAL LOT FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
N.T.S. RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
GF GARAGE FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
A 1234.0 FLOW UNE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
P
r F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
�r'Ano�N�-o.z'�. �i+ � G.B. GRADE BREAK IM TR
OUTLINED IN TIME CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
1A �1 B 1 C PA b STREET LIGHT
3l b 3 ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
r• FIRE HYDRANT
TW TOP OF WALL SR ENHANCED SIDE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
5 50 5, RIGHT ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
ARAGE GARAGE GARAGE PAD nEVATM YIN. YIN. PAD C"ATM TF TOP OF FOOTING ENHANCED SIDE
�a DETAIL NUMBER
SL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
0 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
TICTQ.LOWTRACTOR20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
BUILDING FOGTPRINTS e e � - PUBLIC RIGHT-OF--WAY.
"` PUBLIC
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR
SCALE 1" = 30' JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
P
I ; i A DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TIME CITY ENGINEER
FOOTING TO BE DEEPENED R� �= AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOR REVIEW AND APPROVAL.
F.F. ELEV. t5WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
3 0OOF THE OWNER OR ENGINEER. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
VARIES, 6" MIN. TO 0. . • 20 0' F . ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
6" + EXTRA DEPTH FOOTING STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
PER PLAN, MAX. LENGTH OF TYP I CA S i D E YARD D RAINAGE„ CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
PAD ELEV. DEEPENED FOOTING (D.F.)
20 NO SCALE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
2°0 �2" MIN. EARTHWORK QUANTITY ESTIMATE UNDERQRQUND STRUCTU_ � NQTIFICAlIONSOWNER
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES
CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200
NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTINGEXCAVATION 1X00 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879
SHALL BE FORMED. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 951-372-8500
Underground Service Alert EMBANKMENT 1000 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
TYP, EXTRA DEPTH FOOTING PLAN SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS .__ENG.1N_EEFZCat _
N.T.S. INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT. 1(800) 227--2600 PACIFIC SOILS ENGINEERING INC.
TOLL Ftp SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANDBASIS 7715 CONVOY COURT
1-- 26 IMPORT�EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111
227-2fi00 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713
TOTALS 1 C.Y. 1000 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD04-278GR
Iwo wawcMa or►� e�alw wu ao
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK WW��
SCALE �RoFEss�o o ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: 211�0> Drawing No.
E hn -S� •Planning•Landscape Arcnlc CITY OF TDEPARTMENT of PUBLIC WORKS
RIVERSIDE COUNTY 600-62--59 1970 4 �►
r►91►►ee 9 Y��9 DO"
n9 Pe
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIzoNTAI' nm. l513 �66-7n F.. 51�e�-oe� ACCEPTED BY: ATE: ? �7 'o
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �' :�•,4 PRECISE GRADING 'PLAN
AS SHOWN w IEXP• 9-30-05 PREPARED BY: RONALD J. PARKS
INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THw. - DEPUTY DIRECTOR OF PUBLIC WORKS .
PAVED ROAD 5 N.W. of TEL POLE N0. 6295, C. T. 3 �� � � _ F _ �/�/ �:•,. TRACT 29798-4
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 AWHO"Y J. TEItICH -;.{ ,. .
DATE COMPLETED
c�
C.E. N.. 21914 EXP. DATE9-30-21 , No.N19744 EXPIREs 9 fN[� AREA 1B. PHASE 3, L SH T. 1 of 2
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LD04-278GR
UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARKDATE
Drawing No.
SCALE pao�Essiv LO�'ll' + Associates Inc. RECOMMENDED BY: = z �� DEPARTMENT OF PUBLIC WORKS
Q � Land Planning 43513 Ridge Park Drive CITY OF T
SEE SHEET NO. 1 ��HORIZONT/1L Hwy Civil Engineering Temecula.CA 92590
��
� L � er ��
1 ML FRRE h NO. _"'4 z Surveying Ph.(909)676-6726 Fax.(909)699-0996 ACCEPTED BY: DATE: Z / PRECISE GRADING PLAN
AS SHOWNw EV. 9-30-W PREP B DEPUTY DIRECTOR OF PUBLIC WORKS 2
1-800-227-26W * RONALD J. PARKS
TRACT No. 29798-4
aid~
ANTHONY . TERICH -�,� AREA 1 B. P HAS E 3, LOTS 21 -40
TWO WORKING EFO YO DIGNONNI OF CA1.�E R.C.E.No. 21914 EXP. DATE 9-30-051L R.C.E. No.19744 EXPIRES 9/30/05 '"' SHT. 2 OF 2
JN34001-1B PHS3 3401BPH302 NA 02/16/05