HomeMy WebLinkAboutLot16-19 Precise Grading e
I E!Q E N D_'ap PRECISE GRADING PLANS FOR `0
PAD PAD ELEVATION
FF FINISHED FLOOR
GFF GARAGE FINISHED FLOOR
GRADIN NOTES:
FL FLOW LINE
HP HIGH POINT 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE,
FS FINISHED SURFACE � H A R 1) (D I N A y I L !S APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
TC TOP OF CURB
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
TW TOP OF WALL DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE -
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES.
3 = PLAN NUMBER
3. MAXIMUM CUT AND FILL SLOPE - 2:1.
&<A a ELEVATION TRACT 231 00 8
R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
F DEEPENED FOOTING (DEPTH AS SHOWN) ALL FILL SLOPES OVER 5' HIGH.
'
�-- STREET LIGHT �. J. LOTS16 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
v�o FIRE HYDRANT ��,� MODELS COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RETAINING WALL (BY SEPARATE PERMIT) PD 18
A �0 QPo �° ORBEENALL
PROPERLY
OVER I PLACED DEEP,AND WHO SHALL SUBMIT A FINAL COMPACTION
(ALL WALLS ARE TYPE I--B, PER CITY OF Q v
TEMECULA STANDARDS UNLESS NOTED 01 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) -f P:
L T NQ. �'��• TEMPORARY PARKING LOT ( LOT 19 TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
® ELECTRICAL VAULT 1'�f COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
�Q SEWER LATERAL IX MIN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
_
WATER LATERAL OF CUT/FILL SLOPES.
z �---
INDICATES LOWERED GARAGE j �-o 7. PROVIDE A BROW DITCH' DESIGNED TO HANDLE 100 YEAR Q STORM
FINISHED FLOORBF INDICATES BACKFLOW PREVENTER REQ'D
� FLOWS, ALONG THE TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
(j /?) B r THAN O N E FOOT.
PAD= PAD ELEVATION '1.3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
FF = FINISHED FLOOR z tid �,� RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
MIN, z GFF= GARAGE FINISHED FLOOR LEIGHTON & ASSOCIATES DATED July 21, 2000 TWO SETS OF THE
DGF= DROP GARAGE FLOOR FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
3, FL 2' BACK FLOW DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
ELEV. IS EQUAL TO OR GREATER �• BFF7R�WN77ON VALVE , 1 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
MIN. -MIN- ELEV. DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
6" MIN THAN BLDG. PAD ELEV. PRELIMINARY SOILS REPORT.
IN - 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
PAD ELEV. LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
2:1 MAX. 3� DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
12" MIN. �• 3, ��► 0 BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
FOOTING
DEEPENE 2% MIN. � MIN. '�!� Q � /� ti ''� 6411.
�.�- • � � �a �,4
WHEN 21% MAX. L . CUSLOES EQUAL
k �! 11T PTO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
REQUIRED MIN.
�• .. •� FILL SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT SHALL
PAD ELEv. F� �� ANNA BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
RIW CHARD _ FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
2% MIN. SIDEWALK CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SECTION ~�1-�~ 219 MAX. 12" MIN. CURB FACE ,' , 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
r� �"� HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
N.T.S. (SEE FOUNDATION PLAN) �,
r, 3 DELETERIOUS MATERIAL.
IYPICAL-SOI FINISH QRADIN9 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
�X. THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
uNo = UNLESS NOTED on-�ERwrsE � !� NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
NOT TO SCALE ;` ,r��'; � ° BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
AFTER FINE SCALE.- 11"100 � ,� ,�r�.f,�,.�,;, ,���, ^
GRADE, PROVIDE ;° 2/'. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
5'WIDE BY 1' S' 10 MIN. PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL
HIGH BERM SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
OR EQUIV. MUD SILL "Y �, ,,° r` f` f''`�°, ADJACENT PROPERTIES.
r
, 6" MIN. , � ,;
"00
f� ,gyp 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
P
MAX � LSV '9 � METHODS.
,,
1
MIN.
%%� °' ✓"Y 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
2% MIN. 12 MIN. CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
21% MAX. 1� PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
y� BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
SECTION ~ B-� � OPERATIONS.
N.T.S. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
60.00' 48.00• VERTICAL HEIGHT.
55.00'
18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION 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 ADJACENT GROUND
IX 2x SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
,3X GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND
" PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
S _ SHRUBS COVER, SHALL BE PLANTED WITH APPROVED TREES, ,
OR
Ui SCALE: 1" 100' SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' Of�1.:
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
R SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.
CHAPTER 10.r. '
QUANTITIES: 9► o 20. FINISH GRADE SHI BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
PLACE 2 1 Z" AC PAVEMENT OVER
ao� NOT LESS THAN 1/4!' ER FOOT FOR A MINIMUM OF 3 FEET.
1 COMPACTED GRADE. 4 900 S.F.
' 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
2. CONSTRUCT PCC ALLEY GUTTER. SHALL BE PERMITTED. ;.
2' WIDE 40 L.F.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
3. INSTALL f x C REDWOOD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CHARDONNAY HILLS MODE.L .FOOTPRINTS HEADER. 340 L.F.
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 DURING 8
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Servic® Alert
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEERS NOTE N�Nw�� SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
ST/►TE AND APPROVAL. �
Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE o
800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422•-"4133 SUITE B 205 PLANNING • EKG G MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO, CA 92123 6540 Lusk Boulevard• Suite C-225 • San Diego, CA 92121 (949) 598-8500
I
TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (619) 550-9901
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By • o �� �� Drawing No.
RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N
CO. OF RIVERSIDE B.M. NO. T-29-81 > A• YOG
Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM
THE INT. OF FRONT ST. do RANCHO CALIF. RD., 1.8 Horizontal w Plans Prepared Under Supervision Of O 6 as
N.E. ON RANCHO CALIF. RD. TO INT. WITH ACCEPTED BY: Ara-
MCSDATE: PRECISE G R A D i N G PLANS: _ _
MARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A NO. 43217 DEPUTY DIRECTOR of PUBLIC WORKS
LD00 129GR
Inspector 1' E. OFA 7' CHAINUNK FENCE. 21'P.P.16' AROUND EXP. V % /04! Date •I RONALD J. PARKS CHARD 0 N N AY HILLS TRACT 23100-8
S0. CALIF. GAS VALVES, 40' N. OF . (NO.�), 94'
Date Completed GLASS WITNESS POST SET 1LINE OF �' W.CALIF. RD.OF MONUMEN .FIBER- Verticil sem' C� V �� � MARWAN A. UNIS �
N A �' 4 17 March 1 2004 19744 SEPTEMBER 30, 2001 MODELS ( 16- 19) Sheet 1 of 2
ADJ. DATE 9-13-82 ELEV. 1128.410 / R.C.E. N o. 32 Expires 3 • - R.C.E. N o. Expires x
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Underground Service Alert LS E G EER. PLANS PREPARED BY: PLANS PREPARED FOR: N
1-01
Call: TOLL FREE LENNAR HOMES
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. 0 20 40 so 80 100 N
1 -800 X
422-4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 � �
SUITE B 205 PLANNING • EIrGI l�G • MISSION VIEJO, CA 92691 SCALE 1 = 20' a
SAN DIEGO, CA 92123 W40 Lusk g��.d. Suite c-225 • San Meso. Ce 92121 (949) 598-8500 51
TWO WORKING DAYS BEFORE You DIG (619) 292-8030 (619) 550-MOI LD00-129GR g
U
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By X
SCALE �#ESsrq� DrawingNo.
co. of RIVERSIDE B.M. No. T-29-81 � � A. Y � Ethel Parrenas Ethel Parrenas Marwan Younis
RECOMMENDED BY: DATE: /.S aD CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 1.5" 13RASS DISC IN CONC. CYLINDER LOCATED FROM
THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.5 Horizontal Plans Prepared Under Supervision Of N
MCS N.E. ON RANCHO CALIF. RD. TO INT. VATH v
Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A a� No. 43217 ACCEPTED BY: DATE: PRECISE GRADING PLANS: a
V E. OF A r CHAINLINK FENCE. 21' x 16' AROUND EXP. 3/31/04Ahl� ,O O� DEPUTY DIRECTOR OF PUBLIC WORKS o
N OF CENTERLINE OF RANCHO COF ALIF.CALIF. RP.D NFIBER 94• Vertical � C r � - � M ARWAN A. I S Date _lO- - RONALD J. PARKS C H A R D O N N A Y H I --TR O
Date completed ., v � LLS ACT 2 31 O 0 8, MODELS �
GLASS WITNESS POST SET 1 W. OF MONUMENT.
OF �L\
AN. DATE s•-13-52 ELEV. 1128/110 N/A R.C.E. No. 43217 Expires March 31, 2004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 16-19 Sheet 2 of 2 0