HomeMy WebLinkAboutLot 1-13, 89-93 - PreciseGrading LEGEND
H,0, „� PROJECT SITE
PAD
TOP OF CURB 0000.00 B
T. C. PALO. MA DEL SOL
FLOW LINE F.L. I
` �BX \/� SHO A0FQ4/y� ROA
HIGH POINT H.P. 24131 = 1 RA A
IS' TYP. 15' TYP.
FINISHED GRADE F. G. 1TRACT NO . ROAD
A 5, A (EXCEPT �+ 5, C ,EXCEPT D D
GJ
FINISHED SURFACE F. S. MIN N�OTEEDD) �•r MIN MIN NOTEpt I r S\�
-A v\
GARAGE FLOOR GF 0000.0PRECI E GRADING PLAN
PAD ELEVATION PE 0000. 0 �•iZ NiZ 'i VIA RAMI SOP
m - PAUBA
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FINISHED FLOOR FF 0000. 0 C c
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AGO P y`
WATERI W Z - Z m
ROAD
r- cc
N 3 � N �
SEWER SERVICE S + o + b o v�
g
AIR RELEASE VALVE y N IV _ C
FIRE HYDRANT XY
h'9
TYPICAL SIDE YARD D AINAGE 0 Pico
DRIVEWAY N q R0.
ROAD
STREET LIGHT
O"--
SLOPE 1 12" MIN. P/L 8 ' MIN. BL G. PAD MY. 79
I
EXTRA DEPTH FOOTING ABOVE PA5 ' MIN. 3 � M I N. LEV.
TO SAN DIEGO
INDICATES AMOUNT OF COMPACTED 6" MIC VICINITY MAP
EXTRA DEPTH FOOTING
NOT TO SCALE
ACCESS RAMP I
12" M N.
2: 1 MAX. 2% MIN.
LOT NUMBER ❑X 2% MIN. 21% MAX.
SECTION A - A GRADING NOTES
INDICATES MODEL
FOR SIDE YARD SLOPES GREATER
UNIT TYPE 4B THAN 5 ' IN VERTICAL HEIGHT I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO,
AS AMENDED BY ORDINANCE 457.
INDICATES ELEVATION 12" MIN. ABOVE PAD ELEV. TQWT 24133 /V4Y 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
'4 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
THIS LOT REQUIRES A BACKWATER VALVE — 13
PER SECT. 409 OF U.P. C. PER APPROVED ROUND OFF TOP 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L FILL SLOPES OVER 5' HIGH.5 '
r tZ $� �
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
r SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
11 (fl go PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 ' DEEP.
9 10 q1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B - BENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
a #E GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER 0 � q2 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT � GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. ALONG
co 5 4 ,p� TOP OF CUT SLOPES.
6" MIN. 5 ' MIN. P/L 5' MIN. 6" MIN. QN 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
MIN. I ' I ' MIN.
3 ONE FOOT.
MUDS I LL MIN. MIN. MUDS I LL 71rZA07 241309
Z ' � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
_ THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DECEMBER 23, `1988
• WO SETS OF THE jFINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12" IN. 12 ' MIN. W ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
_75o m* 44.50 44,353r t1 '4 / MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. /� 21 % MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTNTADVANC
SECTION C - C REQUESTING�FINISHPHONE LOT GRADE9AND94-641DRAINAGETINSPECTION.LEAST 24 THISN INSPECE
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
_ INDEX MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
5 ' MIN. P/L SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' MIN. I ' Qj SCALE : 1 " = 200 ' EROSION AND INSTABILITY I N ACCORDANCE WITH ORDINANCE 457 PRIOR TO
v
MUDSILL 6" MIN. til
THE APPROVAL OF FINAL INSPECTION.
MIN. � O �
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J
SECTION D - D TYPICAL WERALL FOOTPRINT D I MENS I ONSO-
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0
SCALE: I ' = 30 ' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- z
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Ir
Underground SerV l ce Alert BENCH MARK PERMANENT I RR I GAAT IRON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0
Robert Rein, Witltiam, fi3-ost & Associates w
COUNTY OF RIVERSIDE B.M. NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 0
c� 1 1/2' BRASS DISC SC I N CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST CONSTRUCTION N S T R U C T I O N N O T E S 6 QUANTITY A N T I T Y E S T I M A T E TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS � SURVEYORSU
28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA, CALIFORNIA 92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 1T. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1 -800-422-4133 ,., NO. I TEM QUANTITY UNIT IY
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.N. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CL
CORNER OF THE INTERSECT ION I ' E. OF A 7' CHAINLIW FENCE. 21 ' >< 16' 1 LOT GRADING ( 18 LOTS X 15 C.Y./LOT) 270 C.Y. RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CAL IFORNIA ROAD. F IBERGLASS WITNESS POST SET I ' W. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
ADJ. DATE: 9-13-82 ELEV. 1128.410
TWO WORKING DAYS BEFORE YOU DIG ro
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALEvskoV t S
S/(�� Designed By Drawn 81 Checked B _ Drawing No. qq
�Q�VQ 4T ce��Ey GL AC/GL RECOMMENDED BY: �, -DATE: a/�4 94- C I TY. OF TEMECULA DEPARTMENT OF PUBLIC WORKS N
Contractor OIJNER/DEVELOPE Horizontal c; � �y Plans Prepared Under The Supervision of
cm CrZ m ACCEPTED BY: DATE: s t TRACT N0 . 24131 — I z
MESA HOMES AS SHOWN r S Z3 -9 3
Inspector 27555 YNEZ �48393 � � pale — PRINCIPA ENGINEER, FO ITY ENGINEER
TEMECULA, CAD•92SUITE 200 Vertical * Y T. L.Emmm RAYMOND A. CASEY PRECISE GRADING PLANS
� EXP,
Dote Completed R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3_31-9• Q
(909) 6T6-T290 N/A p o LOTS 1 — 13 & 89-93U:of U:
J . N. 400664
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Underground SerV L ce Alert _ - - NOTE.
Robert Betin, lh l l is m Frost & Associates _ _ - ALL DIMENSIONS AND ELEVATIONS
PROFESSIONAL ENGINEERS. PLANNERS S SURVEYORS - ARE IN FEET.
CALL TOLL FREE - _ •- -
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 23O.TEbECULA. CALIFORNIA 92590
(909) 676-8042
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE S Designed By Drawn By Checked By
RECOMMENDED BY: DATE: RI-24114- CITY Drawing No.
GL/AC GL/AC
O F T E ME C U L A DEPARTMENT OF PUBLIC WORKS
70
Contractor Horizontal C► Plans Prepared Under The Supervision Of
Inspector ACCEPTED BY: DATE: �7W H
TRACT N0 . 24131 - 1
SEE SHEET I 1 20 ' * eNJ93 * �• Date S- Z 3-93 PRINCIPAL/ ENGINEER. FOR TY ENGINEER
EXP. a-3a-lie GREGORY L BLANC RAYMOND A. CASEY PRECISE GRADING PLANS
Date Completed
Vertical �'5� CMV
N/A cr- CP�.%I R.C.E. Ms. ,.' 48393 Expires 6-30-96 R.C.E. No. 41880 -Expires 3-31-96 LOTS 1 1 020f
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Underground SerVLce Alert _
0
Robert Bean, William• Frost & Associates LOT 6
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVE RS
1 -800-422-4133 2ST65 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590 LOT 8
(909) STS-8042
LOT T
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK �S.S/ Desi ned B Drawn B Checked B CITY �F T EME C U LA Dr aw i n N0.
SCALE RECOMMENDED BY: ( DATE: Z4 9'¢ DEPARTMENT OF PUBLIC WORKS
Contractor �� T• (mo i GL/AC Plans Prepared Under The Supervision Of
Horizontal NO. p p ACCEPTED BY! DAM-E& TRACT NO . 2413 l - I
Inspector SEE SHEET I I 20 X393 _'&L ,• Date s' Z3�� PRINCIPA ENGINEER, FOR C Y ENGINEER
* EXP. d-30-�e * GREGOR T . LEBLANC RAYhtOt� A. CASEY PRECISE GRADING PLANS
Date Cofepleted Vertical �'!� CIV%,- �r
N/A ,� Cr N.-%I R.C.E. Ne. 48393 Expires 6-JO-96 C.[. No. 41880 Expires 3-31-96 f3
LOTS I I - 13 89-93 She f 3 f a
. J . N. 400664