HomeMy WebLinkAboutTract Map 29798-1 Lot 1-16, 19-42 Precise Grading CITY OFT M CULA
GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
0 PRECISE GRADING PLANAND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE
ILI WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
z ACTIVITIES.
LI
TRE 29798= 1 OTS 1 =16 & 19=42 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1x
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
PROJECT SITE MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
TR. 297915-•1 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR
A MINIMUM OF 3 FEET.
S / 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
GRADED TH
STORM FLOWS, OR PROVIDE G DED RM A BERMS, ALONG L E TOP OF ALL GRADED
SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
J� oG TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
/ 4 � �
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
�, ,/ 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
n
c 10 COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP.
s LOMA LINDA _ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
4 / ,
OAD / 31 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
RAINBOW CANYON 0 12 v CE WITH13 SSUDAINCEI OF THOERDABUILD NG PERMIT.E ERPRO ATION ED RSHHALL BE TO LPLAN INE, TO
ROAD _7 � ' W T 14 � �,� ND GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
-p REDHAWK PKWY -f I " 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
• ate` m LOT NUMBER 123
n
1• 1* u 34 UNIT TYPE/ELEVATION 4M 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
I a SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001.
WOLF VALLEY ROAD 3°' FINISHED FLOOR FF=O=.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS
VICINITY MAP 3 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
N.T.S. I a 19 m s1 2z 23 3 u PAD ELEVATION PA .O THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
PRELIMINARY SOILS REPORT.
55' 55'
55 I N UC -WAY GARAGE ELEVATION G6=.O 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
' o0000.00 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
p
M c�I a a - TOP OF C� THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE
i 4S 41 40 3r w4 Y
TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411.
In FLOW LINE FL 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION
1A 2A 3A mHIGH POINTHIP
-
4s AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY
4847 40 4� � H � I DURING THE GRADING PHASE.
aI m
L
a _ ASPEN _ -WAY_ r W F IN I SHED GRADE FG 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING,
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF
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
LA I 3I TOP OF SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C.
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
_ PECHANGAPARKWAY 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
55 55' S5 _ _ _ _ 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
INDEX MAP TOP OF FOOTING TF APPROVE PLACEMENT OF FILL.
SCALE: 1" = 200' INVERT ELEVATION IE 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
1B 28 3B AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
Lo WATER SERV I CE --� GRADING OPERATIONS.
Lo 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
HIGH POINT SEWER SERV I CE
WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS
A PAD ELEV. -0. MIN. 15. STABILITY CALCULATIONS
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
DRIVEWAY SLOPES OVER 30' IN VERTICAL HEIGHT.
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
SLOPE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO
55 55 55 I �• I ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
I I BACKWATER VALVES Q GROUND SHALL BE GIVEN.
I s' $ S' B C C I 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
RIGHT
MIN �) MIN MIN �� I IGHTCSIDE OF LOT ED BLDG. ELEVATIONS OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE
RSNO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE
PAD PAD I LEFT SIDE OF LOT C 5) NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
1 C 2C 3C
• Z FF ? z FF z REAR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
cx r' I '� I NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
`o I 16 '� 6 I INDICATES EXTRA x
DEPTH FOOTING 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
I COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
?
I z z RETAINING WALL
I - o - I 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
M�JDSILL 6" MIN. N PUBLIC RIGHT-OF-WAY.
IN GARAGE AREAS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
BUILDING FOOTPRINTS GARAGE FLS SILL IS 6" MIN R WK 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' FLOOR SLAB BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TYPICAL SIDE YARD DRAINAGE NOTICE TO CONTRACTORS 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
ROOM OFF TOP OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
P L P/L
DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
5' 6" MIN. S' MIN. 5' MIN. 6" MIN. 5' MIN. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
3' MIN.- 1 ' 1 ' 3' MIN.- 3' MIN. is
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
PAD ELEV MUDS I LL MIN. MIN. MUDS I LL M UDS I LL MIN. 6" MIN. OF THE OWNER OR ENGINEER.
PER PLAN FG FG
SECTION A- A� - �
.:. UNDERGROUND
ES
FOR REAR YARD SLOPES GREATER 12" MIN. FL 12" MIN. - °� NOTIFICATIONS
PAD ELEV THAN 5' IN VERTICAL HEIGHT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
PER PLAN " AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
2x MIN. . 1 MAX, 6 TYP. 2X MIN. 12 MIN. I .
20% MAX. MIN. 20% 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 20% 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
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(80O) 227--2600
C4N: IML FWE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND 13ASIS B ARIN
1-800 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 'k227-2600 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
�o �» o�►t►s �aE you ve
CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W
LD04-300GR I&
04
PLANNIP40 0 DCSION ■ 00149TRUCTION
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC"D BENCHMARK %VESStO
SCALE Q� �� RECOMMENDED BY: � Drawing No. ^ �
°A�� 2 �'� CITY OF TDEPARTMENT OF PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 A. ly �► vm"m Mtn 400
CONTRACTOR HORIZONTAL. •`� c� ' ' ' �A,c�M 929M-*
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER i '�� COIV 5 V LT1IV43 MkNOWN - FAXa.WM.7M . wrr PW.oan, ACCEPTED BY: � DATE:
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD w N,43M DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN i j
PREPA RONALD J. PARKS
INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � AS SHOWN � � s�1/na � TRACT 29798-`� LOTS 1-�s aC �9-42
PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C.W.T. 3 � =j
ft �1 11� ��
S.W. OF 36 vERT1CAl CONCRETE STANDPIPE. ELEV. 1039.378 MICHAEL TYLMAN •;.19,8 :-.- - PH ASE 4 SH T. 1 OF 3
DATE COMPLETED �F CI►L R.C.E.Ne. 430M EXP. 3/31/06 R.C.E. . 1.9744 EXPIRE
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LD04-300GR _4
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[� SERVICE �" DATE BY REVISIONS DATE ACC D BENCHMARK �p�ESS10
SCALE Q �,� RECOMMENDED BY: DATE: 2 d o Drawing No.
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EV- 31 >f ,� O RONALD J. PARKS w
VERDM �r'l rl r tt o��~ MICHAEL MAN TRACT No. 29798-1 , LOTS 1 -14, 26-33
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PLANNING ■ piSION ■ CONSTRUCTION
UNDERGROLMID SERVICE �� DATE BY REVISIONS DATE ACC'D BENCHMARK Q�pF E S S I RECOMMENDED BY: `
SCALE •! 4 ��� DEPARTMENT OF PUBLIC WORKS Drawing No.
CITY 4F TEMECULA
SEE SHEET NO. 1 A. t�• e^ vm vow POW am ase 1
.L�. =1 F HORIZONTAL i '�!_ C O N S U LTI N 0 !wRl 404 . FAX aoO.eT YM• www.FW.om ACCEPTED BY: DATE:
AS SHOWN d MD.433 �, PREPARED DEPUTY DIRECTOR OF PUBLIC WORKS _ PRECISE GRADING PLAN
1.-�-2 -J-2� � ems. 3/31/05 � e RONALD J. PARKS
N 9798-1 LOTS 15-16 19-25 34-42
MICHAEL A. ANf�f TRACT o 2 , ,
E �E0 ••� SHT. 3 OF 3
OF C k� R.C.E.No. 430 0 EXP. 3/31/06 R.C.E. No. 19744 EXPIRES 9/30/OS PHASE 4