HomeMy WebLinkAboutLot M,23-31 Precise Grading ------
PRECISE GRADING PLANS FOR :
LEGEND:
PAD PAD ELEVATION
FF FINISH FLOOR CHA DONNAY HILLS TRACT 23101 2 GRADING NOTES:
GFF GARAGE FINISHED FLOOR
FL FLOW LINE 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
HP HIGH POINT CHAPTER 70, AS AMENDED BY ORDINANCE 457.
FS FINISHED SURFACE PHASE ONE LOTS 2 3 - 31 MI
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX.
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.
QAD<3 - PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
A - ELEVATION
R - REVERSE PLAN 4. PROVIDE 5' WIDE BY 11' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
DEEPENED FOOTING ALL FILL SLOPES OVER 5' HIGH.
STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
DOI 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 I-B, PER CITY OF
TEMECULA STANDARDS UNLESS NOTED 5' MIN. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) FL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
ELECTRICAL VAULT 3' 2#A COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
SEWER LATERALMIN. MIN. ELEV. IS EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
DEEPENED THAN BLDG. AD ELEV. CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION
WATER LATERAL FOOTING OF CUT/FILL SLOPES.
SIE INDICATES LOWERED GARAGE WHEN 51 MIN.
FINISHED FLOOR REQUIRED PAD ELEV. 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YEAR Q STORM
B INDICATES BACKFLOW PREVENTER REO'D 2:1 MAX. rL FLOWS, ALONG THE TOP OF CUT SLOPES.
.,1 3' 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
12' MIN. 2% MIN. MIN. n ON COURT THAN ONE FOOT.
21 X MAX.
MIN. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
n RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
PAD ELEV. V PHASE ONE LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
LOT NO. 60 MIN. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
12' MIN.
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
IS
SECTION DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
o 2% MIN.
xx, PRELIMINARY SOILS REPORT.
N.T.S. 21X MAX.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
34
Ln SCAL.E.- 1 200' BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
IN 6411.
L
F.F. ELEV. ILI IS
PAD ELEV. r 11 CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
qT FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
BRI BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
3 >_ a
4i FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
RC
I AFTER FINE • 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE 5 FL 10' MIN. Z a A
G.F. ELEV 5'WIDE BY 1' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
L HIGH BERM •
g '2� HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER
OR EQUIV. 0 7
MUD SI It DELETERIOUS MATERIAL.
6' MIN.
R/W _L_ IN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
P • HEINTZ LANE
_V N 01 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
.-CURB FACE SIDEWALK" A MIN.' NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
GRADE,
J�UD
BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DIRECTIONOF FLOW 2% MIN. 1 MIN. ILLJ I
NOTE: G.F. ELEV. IS AT THE FRONT EDGE .4c
21 X MAX. a a • 7 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
Z V 4 PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL
-TYPICAL LOT FINISH GRADING SECTION " B-Er W a - SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
N.T.S. 3 a 05 ADJACENT PROPERTIES.
N.T.S. SONOMA 10
M 0 1 A 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
aMETHODS.
IS m a a a UP 40 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00' CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS.
749, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
A50.00, 4 •
OPERATIONS.
Cn COURT 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
O
_j (n 4 TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
0 wv W VERTICAL HEIGHT.
(Is IS A
Z 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF
ZBUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
17 0 co REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
�n O Cr BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
0 < SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
n Iwo ANE GROUND SHALL BE GIVEN.
INDEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH 04
E SCALE: 1" 200' ROSEA ICE PLANT AT 11' ON CENTERS OR ANOTHER APPROVED GROUND C)
E PROJECT COVER. SLOPES OVER 1.5' IN VERTICAL HEIGHT, IN S
DDITION TO GROUND
Ill COVER, SHALL BE PLANTED WITH APPROVED TREES, HRUBS, OR
SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20* ON CENTERS; COMBINATIONS, 15' ON CENTERS.
Lj OUANTITIES: SLOPES OVER 4* IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
L U LIEIL QUANTITY, CHAPTER 10.r.
m
FINISH GRADING 135 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/4! PER FOOT FOR A MINIMUM OF 3 FEET. A
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES X
X
SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 0
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CHARDONNAY HILLS MODEL FOOTPRINTS
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT I
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY 0-
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 04
SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEER'S NOTE: DE CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS I
Underground Service Alert SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 0
N
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND 04
APPROVAL.
Call: TOLL FREE LEN�AR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 0
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR a-
3L DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
1 -800 3934 MURPHY CANYON ROAD GROUP 23334 AVENIDA LA GAZA FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP
422-41 -33 SUITE B 205 PLANNING - ENGIN!ICERING • SURVEYING SAN .DUAN CAPISTRANO, CA 92675 FOR APPROVAL BY THE CITY. N.T.S.
SAN DIEGO, CA 92123 8540 lAisk Boulevard * Suite C-225 a Ban Diego, CA 92121 (714) 488-8850
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560-NOL LD96-013GR a
I L)
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Eur
Designed By Drown By Checked By RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
NIVI?b ADD L.&T M 11-V 0.-OF RIVERSIDE B.M. NO. T-29-81 A
Contractor S- U V
.5- BRASS DISC IN CONC_ q4JNDER LOCATED FROM Horizontal (n
INT. OF FRONT ST. & Rk4CH0 CALIF. RD., 1.8 Plans Prepared Under Supervision Of
CS N.E. ON RANCHO CALIF, RD. TO INT. MTN PRECISE GRADING PLANS FOR:
Inspector 'ARGARITA RD.. IN THE N.W. CORNER OF IM WT. N/A No. 43217 ACCEPTED BY- 6 PAL f4f,::X DATE: Z5
I- OF A "r CHAWLM F04CE. 21' x 16' AROUND EXP. 3/31 NVEEf FOR CITY ENGINEER
CALF. GAS VALVE& W N. OF P.P. (NF
_y0_0"m*1 Date DON SPOAk CHARDONNAY HILLS
OF CENTERLW OF RANCHO CALIF. 1110. F&- Vertical MARWAN *J YOUNIS
Date Completed WITNESS POST SET 11' W. OF MONUMENT N/A TRACT 23101 -2 0
DATE W-13--82 ELEV. 1128.410 R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 2000 PHASE ONE LOTS 23-31 Sheet 1 of 2
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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 ILENNAR 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
DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND-800 3934 MURPHY CANYON ROAD GROUP �3333 AVENIDA LA CAZA SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-41 -33X SUITE B 205 F9LANNNG • ZffG'ENXZMG • SURVI"G SAN JUAN CAPISTRANO, CA 92675 SCALE.- I " - 20 '
SAN DI292-EGO, CA 92123 6UO IA=k Boulevard a Sulte C-Z25 a San Diego, CA 92121 (714) 488-8850 INSTALL TRAFIC
PROFCOVERS ON ALL SEWER CLEAN-OUTS AND WATER
1100 WORKING DAYS BEFORE YOU DOG619 830 (619) 560-ONIMETERS INVEWAYS. LD96-013GR
CONSTRUCTION BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL.' Designed By Drown By Checked By
17 Avp 70-T 1,1 ISO . OF RIVERSIDE B..M. Na_ T-29i SCALE A. RECOMMENDED BY: (Jl�
ESS/ ; DATE: '2/_O/. CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor _5' BRASS DISC IN COW. CYLINDER LOCATED FROM Horizontal (0 it
INT. OF FRONT $T. & RAll CALIF. RD., 1.8 Plans Prepared Under Supervision Of
.*S Ill ON RANC1110 C". RD. TO WT. WTH PRECISE GRADING PLANS FOR:
Inspector TA RD.. IN TM NX CO!"" OF 7W WT. 1• 20' NO. 43217 ACCEPTED BY: DATE: 1z13A
I- OF A 7' CHAINILINIK FUXT_ 21' x 16' AROUND EXP. 3/31/ PRINCIPAL ENIGINEER, FOR CITY ENIGNEER
CALF. US VAL%11113q W N. OF P.P. ( Date WMALD 11. PARKS CHARDONNAY HILLS
NO vertical MARWAN A/ YOUNIS
Date Completed OF CENTERLINE OF RANCHO CALF. RD. F& j V
VATNESS POST SET V W. OF MONUMENT. /A TRACT NO. 23101 -2
DATE 9-113-42'; ELEV. 11128.4110 R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE ONE LOTS 23-31 M Sheet 2 of 2
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