HomeMy WebLinkAboutTract Map 30264-4 Lot 10-15,36-45 Precise Grading CITY OF TEMECULA GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
I . E V. SEDIMENTC L I 0. 04-04, , IEAPPLICABLE, T E TATE WATER
PRECISE GRADING PLANP L RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
1PHASE I BUILDING PA AND DRAINAGE SALE SLOPES SHALL A MINIMUMOF 1%. DRAINAGE
DHA K SW LES SHALL A MINIMUM OF 0.2' DEEP AND CONSTRUCTED A MINIMUM OF 2'
AWAY FROM TOP OF GRADE SLOPES. FINISH ADE SHALL SLOPE AWAY FROM ALL
TR302644 LOTS 45 EXTERIOR WALLS AT NOT LESS AN PER FOOT FORA MINIMUM OF 3 FEET.
FOR REAR YARD SLOPES GREATER
WOLF VALLEY ROAD AN 5° IN VERTICAL HEIGHT 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
SECTION A-A 4. PROVIDE, AS APPLICABLE, CONCRETE 0 DITCHES DESIGNED TO CONVEY 100-YEAR
q SCALE
STORMFLOWS, 0 PROVIDEGRADED RS, ALONG THE TOP F ALL GRADED SLOPES
TR 30264-4 UU OVER 3 IN VER11CAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
SURFACE RUNOFF AWAY FROM TOP OF SLOPES.
RAINBOW CANYON a o IN. PA ' IN. 5. ALL GRADING SHALL D DONE DE E SUPERVISION O A REGISTERED CIVIL ENGINEER,
ROAD LOGGER Q UDILL SOIL ENGINEEROR ENGINEERING GEOLOGIST O SHALL CERTIFY AT ALL FILLS HAVE
19 18 TRAIL DR. v 3' MIN. ' ' PROPERLY PLACED AND O SHALL SUBMIT A FINAL COMPACTION REPOT FOR ALL
VICINITY MAP I 17 1636 UPPER PAD FINISHED MUDI FILLS R 1' DEEP.
NOT TO SCALE SCALE: 1 ® 200° 5 6 35 2a ® IN. URF�CE . A GIS CIVIL ENGINEERSHALL SUBMIT TO E CITY F TEMECULA'S PUBLIC WORKS
4 37z 34 P LO R PAD DEPARTMENTA WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
3 U 7 1 21 ® fN. ® .' ACCORDANCE E APPROVED GRADING PLAN PRIOR TO ISSUANCE OF BUILDING
3 33 r PERMIT. CERTIFICATION SHALL TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
FLOOR PLAN 1 FLOOR PLAN 2X FLOOR PLAN 2 cxi 8 1 U 22 2% MIN. FILL SLOPES.
2925 S.F. 3357 S.F. 3357 S.F. FLOOR PLAN 3
36x5 S.F. 2 U � 32 U 20T MAX. IN. ® °
50.0' 5a.a' 5o.a' 45.0' �; 1 0 9 1 11` 0 31 ; 23 2%@ I 7. FINAL COMPACTION REPORT WILL REQUIRED FOR ALL FILLS GREATER AN ONE FOOT.
X.
Co 24 CTI SLOPE VARIES . ALL GRADING SHALL BE DONE IN CONFORMANCE RM DATLO S OF TH
o MAPLE DRIVE 30 21 AX. PRELIMINARY SOILS INVESTIGATION FOR ACT 30264 Y PACIFIC SOILS ENGINEERING INC.,
25 NO AL A MAY 21, 2004. O SETS OF FINAL COMPACTION REPORT SHALL P
00 50 49 48 47 46 29 PSL SUBMITTED TO PUBLIC WORKS DEPARTMENT ICH SHALL INCLUDE FOUNDATION
00 � ® � 26 ' iN. DESIGN RECO N A110 S AND C TI ICA11ON ATGRADING HAS BEEN DONE IN
C � _ 28 MUD ILL CONFORMANCE E RECOMMENDATIONSOF E PRELIMINARY SOILS REPORT.
C° 27 ' MIN. ° IN. FINISHED SURFACE
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 46 HOURS IN
LOT 57-' ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. IS INSPECTION
27. 27.5' UST P APO PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
15.a �A® R8.® 16 0' p' �� " IN• SLOPE VARIESPUBLIC WORKS DEPARTMENT PHONE: ( 51) 4- 6411
o MIN YP. o MIN P 2:1MAX.
4' MAk. �AQBo 24' MAX. 1 CUT AN FILL SLOPES SHALL E PROTECTED ACOMBINATION OF EROSION AND
�' SEDIMENT CONTROLS TO PROTECT SLOPE FROM EROSION A INSTABILITY DURING
2%M I MAX.N. 61N. E GRADING PHASE.
HOUSE PLOTS SCALE: 1 =40' 11.
C 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT DE LIMITED TO, INSTALLING, ERE
® APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
SCALENO ACCORDANCE CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
HIGH POINT = PAD OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
A ELEV. - 0.22 FLOW PREVENTION DEVICES PER THE U.P.C.
P L
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND U TIL THE GROUND HAS
HIGH POINT = PAD �ZBEEN CLEARED O WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. I
ELEVATION-0.2' MIN. `�° A MODEL TYPE P SLOPING TERRAINOCCURS UPON ICH FILL IS TO DE PLACED, RAIN UST
P/L Max. E CLEARED, KEYED, AND BENCHEDINTO FIR NATURAL SOIL FOR FULL SUPPORT. A
N I O Lo LOT NUMBER REGISTERED CIVIL ENGINEER, SOIL ENGINEERR ENGINEERING GEOLOGIST SHALL APPROVE
DEEPENED FOOTING ELEVATION TYPE
PER PLAN PLACEMENT OF FILL.
5 5° 5° 3J FINISH FLOOR ELEVATION 13. TEMPORARY DRAINAGE SHALL BE PROVIDEDUNTIL PERMANENT DRAINAGESTRUCTURES
PAD ELEVATION MIN. MIN. PAD ELEVATION MIN 3CR 0.58 ABOVE PAD ELEVATION) ARE INSTALLED. PRO CTI MEASURES SHALL SEIMPLEMENTED TO PROTECT ADJOINING
5' MIN. FF=1068.88 PAD ELEVATION AND DOWNSTREAM PROPES FROM SILT DEPOSITION AND PONDING WATER DURING
C C PAD=1068.30 LEGEND GRADING OPERATIONS.
g 4' MI .
FS FINISH SURFACE 3 SHEET NO. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
LENGTH OF DEEPENED-B B FOOTING (Q. � TC TOP OF CURB PAD 1200.1 PAD ELEVATION 15. STABILITY CALCULATIONS NTH A FACTO -OF-SAFETY OF AT LEAST ONE AND
ENHANCED ELEVATION ER FL LO LINE ELEVATION -® ACTBOUNDARY F{ - N S (1.5) SHALL E SUBMITTED TO E PUBLIC WORKS DEPARTMENT Y A
PER PLAN PROPERTY LINEREGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
6,� PA RETAINING WALL, o�� INV. INVERT
FILL SLOPE OVER 30' I V CAL HEIGHT.
® WHEN REQUIRED, p. FF FINISH FLOOR
R/W BY SEPARATE PERMIT GFF=1068.38 TAINING WALL 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
A. GFF GARAGE FINISH FLOOR O BUILDING PAD ELEVATIONS. ERE SPECIFIC LEVA11NS ARE REQUIRED, E
GARAGE FINISH FLOOR ELEVATION EXISTING CONTOURS ELEVATION (NTH RESPECT TO MEAN SEA LEVEL) SHALL E GIVEN. IF AN ELEVATION NTH
1234.0 FL LINE ELEVATION
RIGHT-OF-WAY F.L
PROPOSED CONTOURS ESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
CURB G.B. GRADE AK DEEPENED FOOTING E ADJACENT GROUND SHALL BE GIVEN.
TYPICAL SIDE YARD DRAINAGE 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
NO SCALE STREET LIGHT E ENHANCED REAR OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
TYPICAL LOT FIRE HYDRANT ELEVATION ORDINANCE N . 0 -04 THROUGHOUT THE DU A11ON OF THE PROJECT, INCLUDING
FOOTING TO BE DEEPENED -) ENHANCED SIDE ADHERENCE TO STA NE MIT O CONSTRUCTION ACTIVITIES, IF APPLICABLE.
77 SCALETOP O WALL ES RIGHT ELEVATION
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING RAINY SEASON.
® TF TOP OF FOOTING ENHANCED SIE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
X04 20 0'QF . 2 DETAIL NUMBER SL LEFT ELEVATION
k --LENGTH OF SHEET DETAIL SHOWN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
DEEPENED FOOTING (D.F.) COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
F.F. ELEV. NOTICE TO CONTRACTORS20. THE PERMITTEE UST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK THIN A
PUBLIC RIGHT-OF-WAY.
VARIES, 6" MIN. TO CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PONSI ILI FOR
6" + EXTRA DEPTH FOOTING JOB SITECONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
1 PER PLAN, MAX. OF ALL PERSONS AND PROPERTY® THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM E RESPONSIBILITY FOR THE CORRECTION OF
PAD ELEV. :F 2� AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
DEFEND, INDEMNIFY AND HOLD E O AND E ENGINEERHARMLESS FROM ANY APPROPRIATE PLAN REVISIONS ALL PROMPTLY SUBMITTED TO CI ENGINEER
2Qa 12°' MIN. AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION E PERFORMANCE OF FOR REVIEWAND APPROVAL.
�- WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF E OWNER OR ENGINEER. 2 . E ISSUANCE OF IS PERMIT Y E CI OF MCULA DOES NOT IMPLY O PROVIDE
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
NOTE: THE EXPOSED PORTION OF THE DEEPENED FOOTING STATE OR FEDERAL"ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
SHALL BE FORMED. CON TRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
I
TYP. EXTRA DEPTH FOOTING P LAN -�- TNOTIFICATIONS
N.T.S.
EARTHWORK QUANTITY ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED Y THE OWNER OR OTHERS THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES LENNAR HOMES
CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 40980 COUNT`( CENTER DRIVE, STE. 110
EXCAVATION 00 C.Y.
APPROXIMATE LOCATION AND EXTENT. THE OWNER Y ACCEPTING ESE PLANS OR T ECU , CA. 92591
UNDERGROUND SERVICE ALERT PROCEEDING NTH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND PHONE: ( 51) 719-3420
EMBANKMENT C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM E EXISTENCCALLE
CITY O ECULA DEPARTMENT OF PUBLIC WORKS ( 51) 4-6411 : (951) ®6495
® OF UNDERGROUND UTILITIES ORSTRUCTURES NOT REPORTED TO UNDERSIGNED; NOT
TOLL SUBSIDENCE INDICATED ON E PUBLIC CORDS EXAMINED; LOCATED AT VARIANCE AT UNDERGROUND SERVICE ALERT: 1( 00) 227-2600 SOILS ENGINEER
N I KA REPO R SHO ON RECORDS EXAMINED. CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC.
1-800-227-2600 DUE PRECAUTIONARY MEASURES TO PRO CT THE UTILITIES ORS UC RES SHO AND BASISI 7715 CO V Y COU T
IMPORT/EXPORT ANY OTHER UTILITIES ORSTRUCTURES FOUND AT SITE. IT SHALL E ASIS OF BEARINGS IS E CENTERLINE OF WOLF VALLEY ROA SAN DIEGO CA 92111
T TALS 00 C.Y. C.Y.
CONTRACTOR'S RESPONSIBILITY TO NO FY OWNER OF E U11LI11S ORSTRUCTURES ►� 858-560-1713
P A RECORDED IN BOOK 220 PAGES 4 - 0 INC IE. N1 59
0 WORKING DAYS FRE YOU DIG CONCERNED BEFORE STAR11 G WORK. 858-560-0380 FAX
® ® F �� MIN . 31 CONSTRUCTION RECORD A Y REVISIONS A ACC BENCHMARK FESSro �T DrawingNO.
® all Fore anI1C. RECOMMENDED Y: DA : DEPARTMENT OF PUBLIC Q � , „Engineering.Surve in •Plannin •Landscape Architecture co
oI SIDE COUNTY 00- - 9 1970 ou>
N
CONTRACTOR s HORIZONTAL �� �P Three 8etterNoeid Cir. Ste. 2Q0 Temecula, Co. 92590 = n
ASS TSC SET 1 EAST OF CONCRETE POST MARKER cc) Ph. s51 294-9300 Fax. 951 294-9301 ACCP Y: DA : / ®� z
STAMPED RESET, MILES S.E. ALONG PALA ROAD � NO. 16526 m ALD J. PARKS
FROM POST OFFICE AT ECULA 29' N.E. OF E PRECISE GRADING PLAN
AS H0 EXP. 6-30-07 ,r, m
INSPECTOR DEPUTYDIRECTOR OF PUBLIC WORKS PHASE 1
PAVED OA ° N.W. O L. POLE N , C.W.T. 3' VER11CAL ✓ %'
TR 30264-4
S.W. O CONCRETESTANDPIPE. ELEV. 1039.378 9TH CIV0_ FQ�`' FR D W. D ERG DA E: �Odo _cissa " SKIT. 1 OF 2 `"
DATE COMPL D OF CA�� R.C.E.N®. 16526 P. DATE - 0-07 R.C.E. No. 1 744EXPIRES 9,/30/07 9 a
1 INSTALL UT FITTING TO CONNECT T
D AI STAR AKWADRAIN
4" PVC SDR-35 DRAIN PIPE _ SIDE AL 4' 1X- IN. INSTALL POLYETHYLENE"PLASTIC JOINT
ABOVE
OF GUTTER
1 2 COVE _ MATERIAL "QUICKJOI T EQUIVALENT
SIDEWALK UND AfN PER DETAIL HEREON
FLOWILINE 60
INV. ELEV. PER INSTALL REMOVABLE PLUG ,
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CONSTRUCTION RECORD DATE Y REVISIONS DATE ACC' BENCHMARK VFE S` w`�' Drawing Na.
SCALE o e� Q® ° � � a7 Bbl ForemanInc. RECOMMENDED Y: DATE:
® F� `
Engineering.Surveying Planning.Landscape Architecture DEPARTMENT OF PUBLIC WORKS
c 9 9 Y9 9
CONTRACTOR HORIZONTAL �� �� ��� Three Bette Hd Cir. Ste. 200 Temecula, Ca. 92590 j Ld
Ph. 951 294-9306 Fax. 951 294-9301 ACCEPTED Y: DATE: Z
N0. 116526 z or TPRECISE GRADING PLAN
M ® _e. n4 =
SEE H 1 A H EXP. 6-30-07 ,� RONALD J. PARKS2 Q
INSPECTORJw DEPUTYDIRECTOROF PUBLIC WORKS :_ _ E
VERTICAL
Z =
ATF Ct v t x- Fa�� W. DOERGES DATE: rAr
TR 30264-4
DATE COMPLETED OF CA\-\ R.C. .Na. 16526 P. DA ®30®07 R.C.E. a. 1 744 EXPIRES 0/ 7 T. 2 F 2 3
®�