HomeMy WebLinkAboutLot 33-36,61-63- PreciseGrading LEGEND
HIGH POINTPROJECT SITE
PAD LEV. -0.3' IN.
TOP OF CURB 0000. 00 B
T. C. PALOMA DEL SOL
FLOW LINE F. L.
K ? ,�Im
i CA
B � //FgRN/4ADHIGH POINT H. P. _ 24131 = 1
R
15' TYP. 1 I - V 1TYP. l ROFINISHED GRADE F. G. IITRACT •
A 5. A (EXCEPT C 5 C (EXCEPT D D
FINISHED SURFACE F. S. MIN WHERE MI MINS p) MI
1�
GARAGE FLOOR GF 0000. 0 PRECI E RADIN PLAN
0
PAD ELEVATION PE 0000. 0 x1z z x!i •f VIA RAMI K o
- m PAUBA W
FINISHED FLOOR FF 0000. 0 v,
-, � McC�FE-
1
SAS 11�� �6
WATER SERVICE W - z_ - z ROAD < m
N N H 1
SEWER SERVICE
AIR RELEASE VALVE
FIRE HYDRANT `O' N �. P1C0 �
TYPICAL SIDE YARD RAINAGE P�Ta 0 RD.
DRIVEWAY 0,GrrAC.E w.
r ~ FfzorT RN
� PRCPeRT`( GgEFz TO -r OE
Cr,1LA6rE 4VF-*� ME���r� PER-PSNvtit�t.A VL � ROt�
STREET LIGHT 0_� TO Testa nLZnF6 -T- ' L 04
I
.
79
SLOPE I 12" MIN. P/L 8 ' MIN. BLDG. PAD
I
ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. TO SAN DIEGO
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF
COMPACTED VICINITY MAP
6 MIN.
EXTRA DEPTH FOOTING BERM
98 - --- --
NOT TO SCALE
ACCESS RAMP , 19 20 21
22
I " MIN.
LOT NUMBER � 2: 1 MAX. 2% MIN. 18 23 24
2% MIN. SECTION A - A 21% �MAX. p 17 25 26
INDICATES MODEL 16 P 85 99 GRADING NOTES—-
FOR SIDE YARD SLOPES GREAT R ? -- - -- -- - - -
UNIT TYPE 4 THAN 5 ' IN VERTICAL HEIGH 15 POP 86 84 83 27
B�NO 28 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO,
14 GPQ 82 F 29 AS AMENDED BY ORDINANCE 457.
87 _ 81
INDICATES ELEVATION 12" MIN. ABOVE PAD ELEV. q4i BID 30 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %.
88 1 79
��G •: ::::-?��=�������::_: . �' :�• 31 3. MAXIMUM CUT OR FILL SLOPES = 2: I .
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP 12
-
tx° 94 4 O 32 4. PROVIDE 5 WIDE BY I HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
PER SECT. 409 OF U.P. C. PER APPROVED
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 11 72 O oP -.-:-` FILL SLOPES OVER 5' HIGH.
89
9 U� 71 -, ':'' 4i = = 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
8 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
.\ 10 70
90 J '` P� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
w 64 '':_:; :.
7 ���R 91 69 Q~ 60 .�� OVER I ' DEEP.
92 65 59 6. DENGINEER
SHALL
OTHE
SECTION 6 B s ss 37:�::' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OFCOMPLETION OFROUGH
.:
FOR REAR YARD SLOPES GREATER 54 66 58 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
93 67 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT 57 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
3 51 52 56 39 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
P/L �
6" MIN. 5 MIN. 5 MIN. 6" MIN. 1 0 � 55 41 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 - MIN. II ' 3 ' MIN.mw FL.p ONE FOOT.
MUDSILL MIN. MIN. MUDSILL r 50 RE 42
.ate 49 48 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
` 47 46 45 44 43 THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DECEMBER 23.' 1988
h,41, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12" MIN. 12 ' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 2: 1 MAX. 2% MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
6" TYP.
21 % MAX. 21 % MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C - C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
48.00 50.00 49.33 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
��� ���C. EACH LOT.
�L-- --- - L - rL-- 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
s
- _ INDEX MAP SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
5 ' MIN. P/L FF 0000.0 FF 0000.0 FF 0000.0 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' M I N. I ' PE 0000.0 PE 0000.0 PE 0000.0 SCALE : 1 " = 200 ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
MUDSILL MIN. 6" MIN. Oo ® e ® THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
00 00 LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. 00 w 0000.0 ff 0000.0 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
GF 0000.0 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE 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
SECTION D - D
NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TYP I CAL OVERALL FOOTPRINT DIMENSIONS I LOT GRADING ( 13 LOTS X 15 C.Y./LOT) 195 C.Y. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE lZ
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
SCALE: I ' = 30 ' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- Q
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE pr_
Underground Sery l ce Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER LD
BENCH MARK U. P. C. CHAPTER 10.R.
Robert Bean, Wti t t tis m Frost & Associates ``'
COUNTY OF RIVERSIDE B.M. NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR to
o PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U
CALL TOLL FREE
2ST55 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD w
1 -800-422-4133 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE m
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.w. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER OF THE I NTERSECT I ON I ' E. OF A T' CRA I NL I W FENCE, 21 ' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE f I REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 L D 95-04-26 k
CONSTRUCTION RECORD DATE BY REVISIONS w.-re ACC'D BENCH MARKI SCALE T. Designed B Drown a Checked B RECOMMENDED BY�� C I T Y OF TEMECULA DEPARTMENT OF PUBLIC WORKS Dr ow i n No. N
OWNER/DEVELOPER T. <Fe � GL AC/GL DATE:
Contractor Horizontal _
� Plans Prepared Under The Supervision Of •
MESA HOMES W cc NO. // ACCEPTED BY: DATE: y v ' TRACT N0 . 24 1 3 1 - 1 Z
Inspector AS SHOWN 48393 �. �(,�.��,.�. Dote 4.-10- 95 PRINCIPAL ENGINEER, FOR CI ENGINEER
27555 YNEZ RD. SUITE 200 EXP. 8-30-96 * GRE GOR T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS U
TEMECULA, CA 92591 Vertical J'1 C1V1L ��'
Dote Completed I R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31 -96 Q
F' �.
(909) 676-7290 N/A ONE LOTS 33-36, 61-x63, 73-78
Sheet 10f C5
J . N. 400664
11
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LOT 60\\� , 20 10 LOT 37�- PE= I 181 . 2 10 20 1 6 PE= I 181 . 3
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Underground Service Ater PE= 1185 . 7 1
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CALL TOLL FREE
Robert Bein, ff'lam Frost & Assoc .ates '
I1-800-422-4133 PROFESSIONAL ENGINEERS, PLANNERS & SURVEY RS 1 13.94
28765 SINGLE OAK DR I VE.SU I TE 250,TEMECULA, CALIFORNIA 92590 1 SCALE: 1 " = 20 '
1909) 676-8042 I
1
TWO WORKING DAYS BEFORE YOU DIG
LD95-042 R,
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALEl4Designed By Drawn By Checked By
RECOMMENDED BY: DATE: C D r aw i n No.
C� GL/JL GL/AC CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal 2 Plans Prepared Under The Supervision 01
No ACCEPTED BY: DATE: i ?i- TRACT N 0 . 2 4 1 3 1 - 1
Inspector SEE SHEET NO. I I -_ 20 48393 J. Dote ¢"-6 -95 PRINCIPAW ENGINEER, FOR ITY ENGINEER
* EXP. °_ � GREGO . LEBLANC RAYMOND A. CASEY PRECISE GRADING PLAN
Date Completed Vertical ek CIV% - ��
N/A 14, Qr �\i R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 33 - 36f 61 - 63 , 73- 78 Shee t2 o f
J . N. 400664