HomeMy WebLinkAboutTract Map 21675 Lot 25-39 Precise Grading LEGEND VICINITY MAP
HIM "Ila NOT TO SCALE
PAD ELEV. -0.3' IN.
TOP OF CURB OOOOC 00 B � p ZZI
T. . E MARGARITA VILLAGE /A RO4
R
FLOW LINE F.L. L* ilOAD
e i
HIGH POINT H.P.
IS' TVP. 15 TYP. TRACT NO
FINISHED GRADE F.G. 1 ( 1
F -A
A 5' A (EXCEPT C 5, C (EXCEPT D D
FINISHED SURFACE F.S. MIN ND�TED) V MI MIN NOTEp) I VIA RAMI Ql0
GARAGE FLOOR GF 0000.0 '�' o PAUBA W
PAD ELEVATION PE 0000. 0 x1i ';i Njj •1 E RADING PLAN Cn y McCABE
PRECIS
FINISHED FLOOR FF 0000. 0
W g ��
WATER SERVICE W - Z Z t2
SEWER SERVICE S r(t. +AMt,
AIR RELEASE VALVE -0-�
RD.
FIRE HYDRANT ` y 4 R01�
TYPICAL SIDE YARD DRAINAGE
DRIVEWAY � HWY. 19
STREET LIGHT 0_� TO SAN DIEGO
SLOPE III 12" MIN. P/L 8 ' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV.
EXTRA DEPTH FOOTING
ABOVE PAD 5 ' MIN. 3' MIN._jX ELEV. PROJECT SITE
INDICATES AMOUNT OF COMPACTED ROUND OFF TOP
EXTRA DEPTH FOOTING O BERM 6" MIN.- P/L
5 '
ACCESS RAMPFM
12" MIN. T
LOT NUMBER � 2: 1 MAX. 2% MIN. TI
2% MIN. SECTION A - A 21-: MAX. SECTION B - B
INDICATES MODEL 5NEET 1�.2 GRADING NOTES
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER
UNIT TYPE 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT �Et`-T N0.5 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
B AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION MEADOwS p 2. MINIMUM BUILDING PAD AND DRAINAGEWA =
TR 2 1674-3 ARKwA Y S LE SLOPE SHALL BE 1%.
THIS LOT REQUIRES A BACKWATER VALVE 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER SECT. 409 OF U.P.C. PER APPROVED - 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. 5 ' MIN. P/L 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
3 ' MIN. I ' 1 ' 3' MIN. 3 ' MIN. ( ' 43 42 41 40 $ 37 '�$ 3S # 32 3# FILL SLOPES OVER 5 ' HIGH.
WATER AND SEWER PLANS. ( AroglE REOvii�ED ) MUDSILL MUDSILL MIN.N.
MUDSILL MIN. MIN. 6" MIN. 44 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
IF 45 P OSITASOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
46 QP PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
47 OVER I ' DEEP.
TR 21675-5 48 23 2 Zt 2-6 27' $ All
12" MIN. 12 ' MIN. 12" MIN. 49 29 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
2: 1 MAX. 50 21 22 �� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
e` Q GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 2Z MIN. 20 51 I G`Z` ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
8
21 % MAX. 21% MAX. 21Z MAX. 18 10 9 7 GELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C - C SECTION D - D 17 12 11 QIP T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
A
53 13 TOP OF CUT SLOPES.
T 6 14
'9sC, 1 6 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
5 ` 16 5 ONE FOOT.
4 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
4 GOO` 3 THE PRELIMINARY SOILS INVESTIGATION BY:
TR 21675-5 3 0 1 2 PACIFIC SOILS T JUNE 18, 1987
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
2
��� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
I MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
48.00 50.00 49.33 DEPARTMENT. TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
- �- - EACH LOT.
FF 0000.0 IFF 0000.01 FF 0000.0 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HE 1 GHT AND FILL
PE 0000.0 IPE 0000.01 IPE 0000.; SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
® o ® o M EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
INDEX MAP THE APPROVAL OF FINAL INSPECTION.
In
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
00 Lo
SCALE : I " = 200 ' 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
0000.0 or LESS THAN 1 /2w PER FOOT FOR A M I N I MUM OF 3 FEET.
w 0000.0
IF 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED.THE ACTUAL Q
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J
TYPICALA FOOTPRINT DIMENSIONS CONSTRUCTION NOTES & QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0_
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER C
SCALE: 1 ' = 30 ' N0. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS a
I LOT GRADING ( 15 LOTS X 15 C.Y./LOT) 225 C.Y. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Ser V L Ce A L ert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER I O.R.
Robert Betin, i/ti t t tia m Frost & Associates
0 COUNTY OF RIVERSIDE B.M. NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE F I ELD PRIOR V)
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS 11/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U
28765 SINGLE OAK DRIVE.SUITE 250,TEMECULA, CALIFORNIA 92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD
-800-422-4 133 � I7. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.M. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- IL
IY
CORNER OF THE INTERSECT I ON I ' E. OF A T' CHAINL INK FENCE. 21 ' : 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.0 94' N. OF THE CENTERLINE 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. LLI
TWO WORKING DAYS BEFORE YOU D 1 G ADJ. DATE: 9-13-82 ELEV. 1128.410 ti
C (C
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE ��/�. Designed a Drawn a Checked B RECOMMENDED BY: ( �- /4/44 CITY 0 f TEMECULA D r ew i n No. n
Contractor OUNER/DEVELOPER ��-� T. tF GL Ac/GL
DATE: DEPARTMENT OF PUBLIC WORKS
Horizontal � Plans Prepared Under The Supervision Of �"" Q,
a 'gid ACCEPTED BY: DATE: � 6Ay TRACT - Z
MESA HOMES As SHOWN �• ZNO 2 1675 F
Inspector 48393 J. ,i{,pe Date 5-3- 9� PRINCIPAL NGI ER. FOR Y ENGINEER •
27555 YNEZ ROAD SUITE 91 * EXP• 6-30-9 f GREGOR LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS
TEMECULA. CALIFORNIA 9259 I Ver t i ca I CMV Z'
Date Completed %
(909) 676-7290 N/A qR- SNE R.C.E. No. 48393 Exp Iroe 6-30-96 R.C.E. No. 41880 Q EipIres 3-31-96 LATS 25 - 39 °C
Sheet I of H
J . N. 400618
Q LOT 52 OPEN SPACE
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FF 1287.8 `F' G' 86.8
FF 1287. 2
PE 1287. 1 F.G.
FF 1287.5 PE 1286. 5
_5 PE 1286. 8
SCALE: 1 " = 20 ' 401 - _
LOT 40 x a&-s 403 401 3
PE= I 7 4 - r�� � LOT 36
E 28 1x.s - PE= 1286 . 1
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ALL DIMENSIONS AND ELEVATIONS
1♦ ARE IN FEET.
N
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ti
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h _ -
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in 36.29 61.08
25.32 61'08
55.31 L 0 T 8
6.23 PE= 1314.0 LOT 7
LOT 9 PE=1314.0
Underground Service Alert
P E=1314. 4
Robert Beira, William Frost & Associates LOT 10
PE= 1315.0
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590
(909) 676-8042
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P /off Designed By Drawn By Checked By
RECOMMENDED BY: DATE: Drawing No.
L 5� CITY 0 F T E ME C U L A .)EPARTMENT OF PUBLIC WORKS
T GL GL/AC ---�--
Contractor Horizontal � <F� % Plans Prepared Under The Supervision Of
Inspector I " = 20 ' cc _ ACCEPTED BY: DATE: S : tet TRACT NO . 21675
SEE SHEET I 48393 S 3-9tt PRINCIPAL/ ENGINEER, FOR C Y ENGINEER
* EXP. 6-30-11 4 �,.,,` Da 1 e RAYMOND A. CASEY
Vertical s GREGOR T LEBLANC PRECISE GRADING PLANS
Dote Completed N/A �9� CAVIL \ R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96
Cr cA`-`E LOTS 25- 28 & 37-39 Sheet 2 of
J . N. 400618
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SCALE: 1 = 20 ' 'Qify �, 9°� •' • r - •2 ,r,8s
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1284. 4
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NOTE.
S es° _ `r� = . S ,o �°zp m Ile- ALL DIMENSIONS AND ELEVATIONS
�o ARE IN FEET.
R.G,•� ��• 2�s
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s
T,
1283. T G 8 ale N
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1283.98 p •`• 610".
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$ �w `ewe '6, R`�• r' �•- N
eIlk T `Ax s�;� 1283.06 tS —� 54.60
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LOT 7 - -
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PE = 1314 .0 ? n r ��, `"
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R�w PER C.D.T. STD. ND. 391
2x, 224.03 7
CMA
IZgI. Z
Tc. •� •tee N 4
Underground Service Alert
Robert Bein William Frost & AssociatesRANCHO VISTA ROAD
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250,TEhECULA, CALIFORNIA 92590
(909) 676-8042
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE ?OESS/pT Designed By Dr own By Checked By
RECOMMENDED BY: DATE: S �a CITY 0 F T E ME C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
GL/AC GL/AC
Contractor Horizontal 11� Plans Prepared Under The Supervision Of
9 cc ACCEPTED BY: —14
DATE: s Z Y TRACT N0 . 2 1675
NO. R. FO ITY GINEER EN
Inspector I = 20 ' 48393 J. Date 5 3 9¢ PRINCIPA ENGINEE
.,E E SHEET I • Exp• 6-30-98 • - RAYI�ONq CASEY
GREGORY EBLANC _ PREC I SE GRAD I NG PLANS
Vertical
Dat• Canplette!
P.
Civil. �\ R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 E: iris 3-31-96
N/A � ���E p ° - LOTS 29 - 36
Sheet of
J . N. 400618