HomeMy WebLinkAboutLot 10-34 Precise Grading 1
LEGEND , ROJECT SITE
DEL SOL Row
PAD ELEV. -0.3' IN. PALOMA
TOP OF CURB 0000.00 B ROAD
T.C.
FLOW LINE F.L.
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HIGH POINT H.P. _ _ + _
I S' rrP. 115, Trp. PRECI E GRADIN PLANj, V I A RAMI
F I N I SHED FLOOR FF 0000.0 (EXCEPT C C (EXCEPT p p L c PAUBA
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FINISHED SURFACE F.S. I Nor!D1 � 0
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1TRACT NO ,
24134 = 2
AD
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GARAGE FLOOR GF 0000.0 ti
PAD ELEVATION PE 0000.0 �• (t-t.� �,�
P 1 CA J-
�1:
AIR RELEASE VALVE
HWY. 79
WATER DLOWOFF O'
TYPICAL SIDE ARD DRAINAGE (N.T.S. ) TO SAW DIEGO
FIRE HYDRANT *<Y
DRIVEWAY VICINITY MAP
STREET L I GHT NOT TO SCALE
WATER SERVICE W
SEWER SERVICE S
SLOPE I GRADING NOTES
I
EXTRA DEPTH FOOTING177 .7 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
AS AMENDED BY ORDINANCE 457.
WHEEL CHAIR RAMPF7 �1tU�A � 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
78
CATCH BASIN C.B. 52 531 -54
54 SS � 51 S7 58T4 3. MAX i MUM CUT OR FILL SLOPES = 2: I .
� � / CORTE � 5960 Q1 ,• FROLISLOPESWOVERBS ' IHIGH
12' MIN. ABOVE PAD ELEV. GH BERM OR EQUIVALENT ALONG THE TOP OF ALL
EXISTING WALL �S1 Ry�O� 62 63 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
/ 'SO 49 48 47 46 45 44 43 494 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
41 OVER I ' DEEP.
OFF TOP ,? 65
LOT NUMBER QROUND
/ 2g 27 29 30 39 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
5 /76 31 t 66 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
INDICATES MODEL 32 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
Cpm 37 > 67 TRACT NO. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
UNIT TYPE .20 68 24134 24134- 1 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
- �O �� }� t5 4 1� #�
36 C0 69 T. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. ALONG
�fl ' TOP OF CUT SLOPE.
SECTION 8 8 (NOT-S- ) ��� a 7p
INDICATES AMOUNT OF O FOR REAR YARD SLOPES GREATER S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
EXTRA DEPTH FOOTING THAN 5 ' IN VERTICAL HEIGHT PROJECT SITE 9 8 C'gRAq 71 72 73 ONE FOOT.
THIS LOT REQUIRES A BACKWATER VALVE 7 SCO 9. THE GRADING
INL4SHALL
BE DONE
ACONFORMANCE WITH RECOMMET�ATIONS OF
TRACT NO. 24134 6
PER SECT. 409 OF U.P.C. PER APPROVED — � 5 CONVERSE CONSULTANTS DATED: N7-d9
WATER AND SEWER PLANS. (SEE/NDEX NAP) 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. 4
3' MIN. I ' 1 ' 3' MIN. 3 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
MUDSILL MIN. MIN. MUDSILL 2 1 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
TRACT NO. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
• 24134-3 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
�— DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12" MIN' 2% MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
2% MIN. 2: 1 MAX. 6- nP. 21' MAX.
21% MAX. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
50.00' SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
SECTION C C
Y PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
44.33' 44.33' INDEX MAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N.T.S. ) THE APPROVAL OF FINAL INSPECTION.
77 '77 SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S ' MIN. am i 30 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I ' � O LESS THAN 1 /4w PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN. 6" MIN. to o In 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
2% MIN. TYPICAL OVERALL FOOTPRINT DIMENSIONS GIVEN.
N.T.S.
21 % MAX. 2. 1 MAX' 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
I )
SECTION D D PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
(N. T.S. ) TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHEET INDEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 10- 12 6 29-34 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
3. LOTS 13-28 1 LOT GRADING (25 LOTS x 15 C.Y./LOT) 375 C.Y. U.P.C. CHAPTER IO.R. Z
BENCH MARK 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR J
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. IL
COUNTY OF RIVERSIDE B.M. NO. T-29-81 THE PRIVATE ENGINEER SIGNIMG THESE PLANS IS RESPONSIBLE FOR ASSURING ACCURACY Z
1 1/2' MUSS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND ACCEPTABILITY OF THE DESIGN H REON. MI THE EVENT OF DISCREPANCIES ARISING AFTER 17. APPROVAL OF THESE PLANS BY THE C I TY OR ITS AGENTS DOES NOT REL I EVE —
APO RANCHO CALIFORNIA ROAD, 1.6 MILES N.E. ON RANCHO CALIFORNIA ROAD CITY APPROVAL OR DURING CONSTRU ION, THE PRIVATE ENGINEER SMALL BE RESPONSIBLE THE APPL I CANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o
FOR DETERMINING AN ACCEPTABLE TION AND REVISING THE PLANS FOR APPROVAL BY
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.M. THE CITYRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON a
.
CORNER OF THE INTERSECTION I ' E. OF A 7' CMA INLIW FENCE. 21 ' : 16' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE TO THE CITY ENGI NEER FOR REVIEW AND APPROVAL. W
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' N. OF MDM)MENT.
U
ADJ. DATE: 9-13-82 ELEV. 1128. 10 W
APPROVED BY:
BASIS OF BEARINGS QUIVER/DEVELOPER ���q,� CITY OF TEMECULA SHEET N
Robert Rein, Wi t t'ia m. Frost & Associates
THE BEARINGS SIM HEREON ARE BASED ON A PORTION OF THE MESA HOMES A' T
S.�
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHONN ON PARCEL 27555 YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS —
YAP N0. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA, CA. 92591 WM s'"KE GO WIVE. SUM m0. m COLA. M'P'°�"'" W390 � TRACT N O . 24134-2
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PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (909)-676-7290 1D" f'�'0': 100" "�':'0 RAYMOND A. CASEY R.C.E. 41880
�•
R I VERS I DE COUNTY, CALIFORNIA BE I N16 N 04' 25 '05" W * Exr��-� • PRINCIPAL ENG I NEEER EV. 3/31/96 3 O
1eE„, �_ ,, c� `� c 1 TY OF TE1�Ecuu► PRECISE GRADING PLANS °F z
DATE= �• �F DATE BY DESCRIPTION JAPP 'D DATE U
MICHAEL A. Kj MAN R.C.E. 13 90 R E V I S 1 0 N S DATE: SO/A? LOTS 10 — 34
J. N. 400560
LOT 39
LOT 40 P.E. 1246.0
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LOT 42 PE 1243 , 6 LOT 38
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APPROVED BY: CITY OF TEMECULA SHEET
$ Robert Be'in, William F'r'ost & Associates °� P.
PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS Zy4' TRACT NO . 24134- 2
241M SIN&[ OAK DRIVE. SU 1 T[ 230, TEM EMA. CAL IFDRWI A 92"0 RAYMOND A. CASEY R.C.E. 41880
h (On) 670--MAD IFAz (909) 11Ie-7240 NO• PR I NC I PAL ENGINEER EXP. 3/31/96
43090
3
REVIEWED BY: s� EX.3-3
96 \P CITY OF TEMECULA P R E C I SE GRAD I NG PLAN of
A AM. DATE: g b CA\-\f DATE BY DESCRIPTION APP 'D DATE
\ M I CHA L A. YLMAN R.C.E. 43 0 R E V I S I ONS DATE: LOTS 10 - 12 & 29- 34
J . N. 400560
LOT 51
PE 1237 . 8 LOT 46
PE 1240 , 2
LOT 47 LOT 45
LOT 50 LOT 48 PE 1239. 6 PE 1240 . 9
a PE 1238 . 0 PE 1239 . 0
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/S / I o /•h '+ 1 0°' --- 69. 1• TRACT N0 . 24134
�
75. 15 _ 1 o
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TRACT NO . 24134
SCALE 1 " = 20 '
APPROVED BY: CITY OF TEMECULA SHEET
Robert Bean, William Frost & Associates /
A
PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS TRACT N 0 . 24134- 2
29rSS E 1 NKE OMI WIVE. EU I TE 230. MCCUU, MIF OAM 911191116A 00 RAYMIOM A. CASEY R.C.E. 4188
Isoa sts-�sa 1�: sae-r:•o � � N0.
430M RINCIPAL ENGINEER EXP. 3/31/96 3
* EXP.3-31-oe ° C I TY of TEMECULA PRECISE GRADING PLAN of
REV 1 E11E 8Y: �>' Cl V 1\- �P
DA ft,L. C�-\F DATE BY DESCRIPTION APP 'D DATE
MICHAEL A. nLMAN R.C.E. 4 90 R E V I S 1 0 N S DATE: Jfa0! _ L O T S 13 - 28 ,
J . N. 400560
i