HomeMy WebLinkAboutLot 2-15, 97-100 Precise Grading 7�
GRADING NOTES:
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING o ROAD
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A ANCyo PROJECT SITE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 'oy AUB
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. � � � c�
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �, A AGO McCABEa O,Q LACE 0
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISIONQ ROAD o r
OF A COMPETENT SOILS ENGINEER WHO SHALL � SA � o ,,
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
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CROWNE HILL CARLYLE
REPORT FOR ALL FILLS OVER 1' DEEP. PHASE 5 TRACT NON 23143 8
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN M �Ftiq ,� o
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING D�'4 PIO is
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, �T� RpAD
ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 2 15 nd 97 100
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 36 HWY. 79
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TO SAN DIEGO
VICINITY AP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS PLIANCE NOT TO SCALE
INVESTIGATION BY PETRA GEOTECHNICAL (PROJECT N0. 241-01) DATED 06-21-02 AND ALL % W/� Y C+
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY 3 P.L.
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 39
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 49
THE PRELIMINARY SOILS REPORT. r�
1X MIN. �
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 I
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION .
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 15 � o �
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR . 2'
3
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN c 59 MIN.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 4 PUBLIC MIN.
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. EUTILITY ASEMENT 5' B 2% • B
MIN. _.. MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, A
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. b-01 Z
13. IF STEEPSLOPING 13 z
TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, - 3'
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A b� PUBLIC
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �/�1Ml
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EASEMENT
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14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
5 4 3
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STR
AND DAMAGE
TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER Q ,�1
G' - 5'
D MAGE TO ADJACENT PROPERTIES. _
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UTILITY
2
EASEMENT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. W N
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY .
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST . ;T
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS, -rYPICAL LOT
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17. STABILITY
CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE
DRAINAGE DETAIL
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
OVER 30' IN VERTICAL HEIGHT. ,q ` _ N.T.S..T
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UNLESS OTHERWISE NOTED ON PLAN
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18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING '� "LE COURT � �}c
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN `° SEE PLAN FOR DRIVEWAY GRADE
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
* FOUNDATION CATEGORIES
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 10411V
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, g
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT �. . �=� Lot #'s Expansion Category Depth of Embedment Overall Depth of
10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT Index Exterior FTG Embedment Interior FTG
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
gg from top of slab
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20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/47 PER FOOT FOR100
A MINIMUM OF 3 FEET. p 98 ,� 1-13, 17-25 0--20 I
30--47, 50-53, 69-105 Very Low
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INDEX MAP 14-16, 26--29 21-50
EARTHWORKQUANTITIES: 97 = 59-62 Low II 12" 18"
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 30 15 30 60
ANY CONSTRUCTION/GRADING. CUT = 950 CUBIC YARDS (50 C.Y./LOT) 41 63--68 51-90 I 15!'FILL = 950 CUBIC YARDS (50 C.Y./LOT) GRAPHIC SCALE: 1"=30' Medium 21"
II
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ,^
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED �. 48-49 91-130 IV 21" 27•
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY High
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CRQWNE HILL MINIMUM YARD CONSTRUCTION NOTES:
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5' P.L.
FRONT: 20' TO FRONT ENTRY GARAGE Q1 CONSTRUCT 3" NDS ATRIUM GRATE (SEE DETAIL A, SHEET 2) MIN.
25. W.D.I.D NO. 933S317203 10' TO SIDE ENTRY GARAGE OR LIVING SPACE Q PROPOSED 2' x 3" PCC V-DITCH (SEE DETAIL A, SHEET 2) w 5' w
SIDE: 5' TO INTERIOR LOT LINES PROPOSED 8" TEMECULA CITY STANDARD RETAINING WALL � � FL29* MIN.
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 10' TO RIGHT OF WAY ON CORNER LOT Q 3
REAR: 10' TO REAR LOT LINE (2) INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303 o MIN. o
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES Q INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) J
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL m J
M
ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE Q INSTALL 3" PVC (SCHEDULE 40) � 2' zFL 3►
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
I MIN. 10 M
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BACKWATER • .- 2:1 Af
VALVE CHART . -;_ J,LEEN
LOT LOT LOT N► PAD ELEV. 6" AN
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LEGEND 27L MIN.
AC - ASPHALT CONCRETE TW - TOP OF WALL 2 YES 8 NO 14 NO EROSION CONTROL BERM it
2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN. PAD ELEV.
BF - BACKFLOW PREVENTER TF - TOP OF FOOTING 3 NO 9 NO 15 YES IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D"
DF - DEEPENED FOOTING TG - TOP OF GRATE 4 YES 10 NO 97 NO INTERNAL SIDES IF SLQPES LESS THAN 5' SECTION •A-A•
DW - DRIVEWAY - - TRACT BOUNDARY W
FG - FINISHED GRADE ---- - FLOW LINE 5 YES 11 NO 98 NO
FL - FLOW LINE SECTION 'OD-D• N.T.s. w 50 PL
FL 59
FS - FINISHED SURFACE T T - SLOPE (2:1 MAX.) 6 NO 12 NO 99 NO N.T.S. z MIN. S MIN. w
o . z
GB -- GRADE BREAK F.L. 15'-20' TYP. J �° 0
GF - GARAGE FLOOR - LOT NUMBER w .mss
HP - HIGH POINT 90 - 7 NO 13 YES 100 NO PLAN 3 P.L. 10 MIN. J o o
INV - INVERT PLAN 4C - HOUSE PLAN TYPE PLAN 2 m 3, FL • m
FF-1109.67 FINISH FLOOR ELEVATION PLAN 1 2,493 SF 2'627 SF 2 o MIN. �'�^
TC - TOP OF CURB v'• FL
TD - TOP OF DRAIN PAD=1109.0 = PAD ELEVATION 2,194 SF HOUSE PLAN LEGEND MIN. m __� 0 3 z
N.T.S. ;,.=- PAD ELEV. z �o
PUBLIC UTILITY EASEMENT MIN.
RE BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING to M FOE OT NG ASPTH AYOF PAD ELEV.
Under round BE
9 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1 SPECIFIED ON THE PLAN x �� -�
N.E. Z M//�• :�, OF INDIVIDUAL LOTS Z.
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD 1.8 MILES N E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER. •Y - • Ak
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN �• 2% MIN. 2% MIN.
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS •� �'1' �. PAD ELEV. 6" MIN.
1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22.56'23"W LENNAR HOMES PAD
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 24800 CHRISANTA DRIVE SECTION "C-C" 2% MIN.------) SECTION 'OB-Be
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691
Two WORKI rc DAYS BEFM You M ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 598-8547 N.T.S. N.T.S. LD03-21 1 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE
1"=30' CITY OF TEMECULA
Contractor
EAk l / DEPARTMENT OF PUBLIC WORKS Drawing No.
��',"' s PROFILE SCALE RECOMMENDED BY: DATE: 1�Q3
Inland Empire Division
Inspector SEE ABOVE 53613 ° 22M cactus Avenue, suft X0 Abu Vbft C4 92553-9024 (909) 653-0234
Date Up. 06/30/07 ACCEPTED BY: DATE: a PRECISE GRADING PLANS
PIMPPr a d Under Supervision f RONALD J. PARKS
Completed
9 �V L � Date Q DRAWN BY: KS DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 5 TRACT N0. 23143-8
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R.C.E No. 53 6(13) DESIGN BY: MM 3 Expires __ 06-30-07 19744 9/30/05 LOTS 2_.15 and 97-100
CHECKED BY: MWS R,C.E No. Expires Sheet 1 of 2