HomeMy WebLinkAboutLot 1-11,26,27 Precise Grading PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR CHARDONNAY HILLS TRACT 23100 5 GRADING NOTES:
GFF GARAGE FINISHED FLOOR
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
FL FLOW UNE CHAPTER 70, AS AMENDED BY ORDINANCE 457.
HP HIGH POINT PHASE 5 LOTS 126 & 27FS FINISHED SURFACE 2. MINIMUM 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.
3AR A = ELEVATION
R = REVERSE PLM! 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
ALL FILL SLOPES OVER 5' HIGH.
DEEPENED FOOTING (DEPTH AS SHOWN)
STREET LIGHT
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
Boa FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
RETAINING WALL (BY SEPARATE PERMIT) FOR ALL FILLS OVER 1' DEEP.
(ALL WALLS ARE TYPE 1-8, PER CITY OF
TEMECULA STANDARDS UNLESS NOTED 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) FL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
E 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
-� WATER LATERAL FOOTING OF CUT/FILL SLOPES.
� INDICATES LOWERED GARAGE WHEN
FINISHED FLOOR REQUIRED pqp ELEV. 1
N.INDICATES BACKFLOW PREVENTER REQ'0 2:1 MAX. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
BF FLOWS, ALONG THE TOP OF CUT SLOPES.
2•
LMI2x MIN. �I MIN.- PHASE FIV THAN ONE FOOT.
�ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
21 R MAX.
MIN. I A 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
- - - PAD ELEV. _ LEIGHTON & ASSOCIATES DATED MARCH 25, 1991- TWO SETS OF THE
LOT N0.
' n FINAL COMPACTION REPORT SHALL BE SUBMITTED TD THE ENGINEERING
� 6' MIN. X DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
,. 12" MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
SECTION DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
PRELIMINARY SOILS REPORT.
N.T.S. 21 7/\
MMAX.
l B I 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
PHASE SIX DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
+ 6411.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
F.F. ELEV.
PAD ELEV 3 FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
I I BE PLAITED WITH GRASS OR GROUND COVER 0 T
PROTECT THE SLOPE
I I AFTER FINE �R ,,� �e FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
GRADE, PROVIDE FL 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
5'WIDE BY 1' 5' 10' MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
G.F. HIGH BERM e HAS BEEN
/ OR EQUIV. MUD SILL RCLE DELETERIOUS MATERIAL OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
CHAMB
� 1 6" MIN. � �N
.- � � � � 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
- 0 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK I ' O NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED 4 y1
DIREON OF FLOW 2� MIN.Wlr . BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL
R � � , x �. ,
NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 R MAX. .Lo 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
TYPICAL LOT FINISH GRADING SECTION " B-Er v ,gyp SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
N.T.S. N.T.S. `� ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
METHODS.
1 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00' CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
50.00' 3 OPERATIONS.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
50.00' �� �q ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
N! VERTICAL HEIGHT.
( � 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
l✓! 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
`O U9 SURFAC
OE IS R QUIRGD. THE
E ACTUAL DISTANCE ABOVE THE ADJACENT
GROUto INDEX MAP SCALE.- 1"= 100' 19. EROSION CONTROL- Al GRADED SLOPES SHALL BE PLANTED WITH
SCALE: 1" = 100' ROSEA ICE PLANT AT If ON CENTERS OR ANOTHER APPROVED GROUND
C�nrl rnt Y PROJECT COVER, SHi�SLOPES P�UNTE IN APPROVED TREES, ADDITION
TO OR GROUND
SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
ILI QUANTITIES: CENTERS; TREES 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT
Li s IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
Jam` QUANTITY: CHAPTEF 10.r.
FINISH GRADING 390 CY 20. FINNISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
! NOT LEES THAN 1/4! PER FOOT FOR A MINIMUM OF 3 FEET.
21. NC OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL EE PERMITTED.
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
-p FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
PRIVATE ENGINEER'S NOTE: DE .t CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: SHALL EE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Alf AND APPROVAL
Call: TOLL FREE AX/ LENNAR 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 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
3934 MURPHY CANYON ROAD GROUP 3333 AVENIDA LA CAZA FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-4133 FOR APPROVAL BY THE CITY.
SUITE B 205 PLANl�II�IG • EIfGII�R>aIG • SURVEYING AN JUAN CAPISTRANO, CA 92675
SAN DIEGO, CA 92123 714 488-8850 N.T.S.
TWO WORKING DAYS BEFORE YOU DIG 619 292-8030 °540 �"'�` N3oule.nia(d19)t560--9wi s� Diego. ti2121 ( ) LD97-072GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: oFFss� Designed By Drawn By Checked By g Z/ 97 C Drawing No.
9oE 8.4.of RIv8.4. No. T-29-81 A. �
RECOMMENDED BY: DATE: CITY Or TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor .S' IIRASS DISC N CYLINDER LOCATED FROM
NT. OF FRONT a RANCHO CALIF. RD. 1.a HorizOntal h Plans Prepared Under Supervision Of
Inspects , T�R IN TO CIF WTH THE INT. N/A NO. 43217 a ACCEPTED BY: DATE: Z PRECISE GRADING PLANS FOR:
PRINCIPAL ENGINEER, FOR an ENGN C H A R D O N N AY HILLS
' E OF A T O}I FENCE• 21' x id' AROUND EXP. 3/31/00 � "[�"""� Date 8-�- �7 RONALD d PARKS
CALIF. FM
VAL 10N. aF P.P. (Na. 44'OF CENTRANCHO CALIF. RD. YOrticaf MARWAN A. YOUNISDat• Completed OTNPas - ' ' TRACT 23100-5
SET �' w. of t+aN�n�NT.
DATE NH13- EIEV. 1128.410 N/A R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE 5 LOTS 1 -11 , 26 & 27 Sheet 1 of 3
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Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
Call: TOLL FREEX/_._ NNAR HOMES
LEIGHTON & ASSOCIATES F CALIFORNIA, INC.
JL
1 -800 3934 MURPHY CANYON ROAD GROUP 3333 AVENIDA LA CAZA
422-4133 SUITE B 205 PLANNMG G • SURVEY= AN JUAN CAPISTRANO, CA 92675
SAN DIEGO, CA 92123 6540 Lusk Boulevard• Smite c-225 • San meso, Ce 92121 714) 488-8850 LD97-072GR
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560-9901
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BE CH MARK SEAL: Designed By Drawn By Checked By ,L/ 9 browing No.
SCALE �#Eu� - RECOMMENDED BY: DATE: CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS
O. OF RIVERSIDE 6. . NO. T-29-81 �� A.
Contractor .6" BRA DISOF F IT s RA CALF. RD.. 1•aOM Horizontal �i - Plans Prepared Under Supervision Of ;�94-DATE:
_� PRECISE GRADING PLANS FOR:
INT.I.'s N.E. ON R CALIF. RD. TO INT. 1MTH ACCEPTED BY:
ARGARiTA Ro.. IN N.W. CORNER of THE INT. NO 4321PRINCIPAL ENGINEER, FOR CITY ENGMEER C H A R DO N N AY HILLS
Inspector E. OF A Y CH FENCE. 21' Y 16' AROUND EXP. 3/31/09Date - a_9 7 RONALD a PARKS
CAi.IF. GAS 11AL S. ,o• N. P.P. . &&. 94' �► �► - - -- AOU-N-IS�- TRACT NO. 23100-5
. of c,:NT�ta+E RANc,~lo CALIF.aRD. _ Vertical �,r c I v �� .� MARWAN e
Date Completed 1MTNESS SET f W. OF YONlA"T. Sheet 2 of 3
DATE 9-13-62 ELEV. 1126.410 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE 5 LOTS 1 -3. 26-27
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SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
Underground Service Alert
N
NA.— �R HOMES
Call: TOLL FREE LEIGHTON & ASSOCIATES OFNCALIFORNIA, INC. a
N
1 -800 3934 MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA
422-4133 SUITE B 205 PLAP1mG • mc mmmG • sURVEme SAN JUAN CAPISTRANO, CA 92675
SAN DIEGO CA 92123 714 488-8850 a
TWO WORKING DAYS BEFORE YOU DIG (619 292.8030 °540 �"'` Boulevard 660 0901 San M°s azlel LD97-072GR
0
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ESSI Designed By Drawn By Checked By gi Zr/0 Drawing No. <
RECOMMENDED BY: DATE: CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS x
OF RIVERSIDE B.M. NO. T 29—et A
Contractor s' BRASS DISC IN CONC. LOCATED FROM
INT. OF FRONT ST. s RANCHHO CALF. RD.. 1.a Horizontal y - Plans Prepared Under Supervision Of
-'S N.E. ON RANCHO CALIF. RD. To INT. MTIH4 � � 9121 PRECISE GRADING PLANS FOR: t
Inspector ARGARITA RD., N THE N-w- OF THE NT. NO. 43217 ACCEPTED BY: DATE:
E OF A r CHANL"M 21• = 1r AROUND + EXP. 3/31/08 6- &-q•7 PRINCIPAL ENGINEER. FOR CITY ENGINEER CHAR DON NAY H I LLS
. CALIF. GAS VALVES. 40• OF P.P. (N0. 94'
Dote RONALD & PARKS
Lute Completed ��TNESS POSIT � 1 CALF.
MINT• Vim '� ¢ 1;a�� MARWAN YOUNIS
Ems' TRACT N0. 23100-5
L DATE 913-42 E". 112a-410 NSA cA� R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE 5 LOTS 4-11 Sheet 3 of 3 i