HomeMy WebLinkAboutLot A-L Precise Grading ........ ... .......
PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR CHARDONNAY HILLS TRACT 23101 2 GRADING NOTES:
GFF GARAGE FINISHED FLOOR
FL FLOW LINE I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
CHAPTER 70, AS AMENDED BY ORDINANCE 457.
HP HIGH POINT PHASE FOUR LOTS A - M 2. MINIMUM =
FS FINISHED SURFACE BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3 - PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
ED
A = ELEVATION
R - REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
DEEPENED FOOTING
ALL FILL SLOPES OVER 5' HIGH.
cl-la STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
�a FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RETAINING WALL (BY SEPARATE PERMIT) BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
(ALL WALLS ARE TYPE I-B, PER CITY OF FOR ALL FILLS OVER 1' DEEP.
TEMECULA STANDARDS UNLESS NOTED ' MIN 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) IL. TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
m ELECTRICAL VAULT 3' 2' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
-� SEWER LATERAL MIN. MIN. ELEV. I EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
DEEPENED THAN BLDG. PAD ELEV. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
-8 WATER LATERAL FOOTING M OF CUT/FILL SLOPES.
INDICATES LOWERED GARAGE WHEN ' MIN.
FINISHED FLOOR REQUIRED PAD Eby. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
B INDICATES BACKFLOW PREVENTER REO'D 2:1 MAX. FL �,`c`' 7&1 . FLOWS, ALONG THE TOP OF CUT SLOPES.
.*I 3' 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
12 MIN, 2% MIN. MIN. COURT „ THAN ONE FOOT.
21 X MAX.
MIN. : w 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
- - PAD ELEV. _ Fj- PHASE FOUR LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE
LOT NO. " T FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
6' MIN. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
x
CN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
C3, SECTION „A-A" 2X MIN ' �> w " DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
PRELIMINARY SOILS REPORT.
N.T.S. 21 X MAX.
y x 'f _► 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
REN P
cr LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
1
SCALE. ( )BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: 909 694-
n • = ?Oi0' 6411.
F.F. ELEV. I < y�. >: �� .
" w Q- 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
PAD ELEV.
Q aY4 <r BRI1 cFILL SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL
TT
I Q 2 t CSR . Y BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
AFTER FINE Y •�z CCE v e 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE Z Y t. > ': f x�1`.; .
P P 5'WiDE BY 1' S' 10' MIN. ` '' ''' ' Y - •' w
G.F. ELJtII HIGH BERM p • e 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
i z OR EQUIV. jm�u : _ w HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
D SILL Q w w e DELETERIOUS MATERIAL
�t 1 t MIN. w
10 HEINTZ LANE ] 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
- w d�' w e THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK MIN w NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
w w ., ,. '_ 72 r • BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRE ON OF FLOW 2X MIN.-' 12" MIN. W " '• •
NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 X MAX- 49 "' Q wy ' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
Z '•• ' w ,. „ e 4 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
TYPICAL LOT FINISH GRADING - " � w 7e w w • _ �. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
G ADJACENT PROPERTIES.
N.T.S. N.T.S. "' ir SONOMA w w = Gj�
�d(
IMF a " wt.1� 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
P
w 'w w w w w w CNF w ~ A� �Cr� • �P » METHODS.
U w , N,q � * 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00' CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
0 Y, w e • 7 M = e- w , PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
w ' _ . �OF BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
50.00' U • w qC/,f. + OPERATIONS.
Cn
COURT w w 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
50.00'
IVE-
O a J . " , ,. +� • " � TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00 = � 3 ,. \�E,\- ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
r : w VERTICAL HEIGHT.
s
Z . a r w : ' 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
,3 co BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
Z ■ .
p ., . REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
irBE°f O Q ' s SURFACE IS N. IF AN REQUI ED,ELEVATION
RESPECT
ACTUAL DISTANCE ABOVEADJACENT
THE ADJACENT
co to IS u ANE " w _ • s
GROUND SHALL BE GIVEN.
0
INDEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
SCALE: 1" = 200' ROSEA ICE PLANT AT If ON CENTERS OR ANOTHER APPROVED GROUND
t PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT. IN ADDITION TO GROUND
COVER. SHALL BE Y SITE COMBINATION THEREOF..PLANTED RUBS SHALL BE PLANTED ATWITH APPROVED TREES, U 110' ON
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS. 15' ON CENTERS.
rl ad QUANTITIES: SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C..
Lam_ QUANTITY,TITY, ?j� _ 4 CHAPTER 10.r.
FINISH GRADING 195 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/47 PER FOOT FOR A MINIMUM OF 3 FEET.
` N S21.HALL O OBSTRUDON OF FLOOD PLAINS OR NATURAL WATER COURSES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
CHARDONNAY HILLS MODEL FOOTPRINTPRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
S '�-
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
tv FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
Underground $@rviC@ Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEER'S NOTE: of CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS
9 SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND APPROVAL.
Call: TOLL FREE 1LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
LEIGHTON & ASSOCIATES a OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR
1 -800 JL DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
3934 MURPHY CANYON ROAD GROUP 123333 AVENIDA LA CAZA FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-4133 SUITE B 205 PLOOMG • KKGINE=G • 3URVZMG SAN JUAN CAPISTRANO, CA 92675 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO, CA 92123 OWlsik Boulevard a suite c-225 • s'n Dieso. CA 92121 (714) 488-8850 LD96-016GR
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560-9ml
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ESS Designed By Drawn By Checked By l0 �7 CITY Or TEM ECU LA Drawing No.
1l I REtrbd� I,cT M O. OF RIVERSIDE B.M. NO. T-29-81 A•
RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
Contractor .5' BRASS DlSC IN CONC, CYLINDER LOCATED FROM " Plans Prepared Under Supervision Of
INT. OF FRONT�SoT t RANCHO CALK. RD., 1.8 Horizontal �t� ,
Inspector ARcnieETA�R IN �'-'1E NX OF WITH
WT. N/A 8 NO. 43217 ACCEPTED BY: Ate: /o- 0 - 14 PRECISE GRADING PLANS FOR:
E OF A 7' CNAP&MiK FEKE. 21' = 16' AROUND EXP. 3/31/00 ; Date 9 Z S-9 PRINCIPAL EN oR CITY ENGINEER C H A R DO N N AY H I LLS
CALIF. (fA5 V&VES. 40' N. OF P.P. (110. 94' DON SPAGNOL
Date Completed OF WITNESST S�� w CALF. TR- V��d `�,� , V ,�' ,r MARWAN A. OUNIS TRACT 23101 -2
DATE 9-13-82 ELEV. 1128.4110N/A Or �L` R.C.E. No. 43217 Expires March 31, 2000 Expires MARCH 31. 2000 Sheet of
R.C.E. No. 42993 PHASE FOUR - LOTS A-M 1 2
T T T
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--------------
SIMI C R T
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES:
RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
Call: TOLL FREE LENNAR HOMES FROM THE DEPARTMENT OF BUILDING AND SAFETY. 0 20 40 60 80 100
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST.
1 -800 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND
422-4133 393* MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
SUITE B 205 PLANNING • ENGINEERING 9 SURVEYING SAN JUAN CAPISTRANO, CA 92675 SCALE- 1 20 '
SAN DIEGO, CA 92123 0540 Lusk Boulevard e Suite C-Z25 a San Diego, CA 92121 (714) 488-8850 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (0 19) 550-ON 1 METERS IN DRIVEWAYS. LD 9 6-016 G R
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL.- Designed By Drawn By Checked By
V E L07 F0 SCALE ESS/ RECOMMENDED B DATE: 7 CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKSII I Drawing No.
Contractor 0. OF RIVEM)E R.M. NO. T-29-1111 A.
.5* BRASS DISC IN COW. CYLINDER LOCATED FROM
INT. OF FRONT ST. a RANCHO CALIF. RD., I.a Horizontal Plans Prepared Under Supervision Of
.*S N.E. ON RANCHO cALw. RD. TO iNT. w7m Io - t; . 2C PRECISE GRADING PLANS FOR:
Inspector ARITA RD., IN THE NX CORNER OF THE INT. NO. 4 2 ACCEPTED BY: &V 'Fac DATE: IV
E. OF A 7' CHAWLPW FENCE. 21' x 16' AROUND 1 20' (P. FFRIqCIPAL ENONEEP FOR CITY ENGINEER
CALIF. GAS VALVES, 44Y N. OF P.P. (RO- 94' E 3/31/00Date 9-7-c -cl(, DON SPAGNOEO CHARDONNAY HILLS
Date Completed OF OENTERLINE OF RAN(M CALF. RD. A&- vertical 0 V % MARWAN A"�OUNIS
WITNESS POST SET 1' W. OF MONUMENT. N/A % TRACT NO. 23101 -
I DATE 9-13-0 ELEV. 112&410 R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 2000 PHASE FOUR LOTS A L Sheet 2 of 2