HomeMy WebLinkAboutLot 45-54 - PreciseGrading LEGEND
NIQt ro NT PROJECT SITE
PAD ElE -0.3' IN.
TOP OF CURB 0000.00 BZIA PALOMA DEL SOL
T. C.
FLOW LINE F.L.
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HIGH POINT H.P. _ _ _ �A�Y,HD fQ4/V14 R0KU
FINISHED GRADE F. G. 1 15(EXCEPTTP• I 5' TV NO . 211llt 131 ROAD
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A 5' A C�tMj
S C EF D D AWHERE '+
FINISHED SURFACE F. S. MIN IMTEDI MIN IN TED) IIS
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GARAGE FLOOR GF 0000. 0 PRECI E GRADING PLAN
PAD ELEVATION PE 0000. 0 Nli •IZ xli •I ��J. VIA RAMI
- PAUBA
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FINISHED FLOOR FF 0000.0 a
Co Mca17- 74
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WATER SERVICE W - z z
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SEWER SERVICE S �Ma. ar rMX. "' CD
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AIR RELEASE VALVE
FIRE HYDRANT ` Y fFk9
TYPICAL SIDE YARD D AINAGE 'A D Pico
DRIVEWAY
RD
4 ROAD
STREET LIGHT 0_ -
P/L
MMI', 79
SLOPE III 12" MIN. 8 ' MIN. BLD . PAD
ABOVE PAD 5 ' MIN. 3 ' M I N. E EV. TO SAN DIEGO
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF COMPACTED 6" MIN. VICINITY MAP
EXTRA DEPTH FOOTING G BERM
NOT TO SCALE
ACCESS RAMP >j
F12
MIh .
LOT NUMBER 2: 1 MAX. % MIN.
2% MIN. 21 % MAX.
INDICATES MODEL SECTION A - A 1` z GRADING NOTES
FOR SIDE YARD SLOPES GREATER 15 07 14
UNIT TYPE 111)n
THAN 5 ' IN VERTICAL HEIGHTI . ALL GRADING SHAL ONF RM T T 14 Q B7 �,� � L CONFORM 0 HE UNIFORM BUILDING CODE. CHAPTER T0.
p� AS AMENDED BY ORDINANCE 457.
INDICATES ELEVATION � 35
12" MIN. ABOVE PAD ELEV. 12 O 67- W 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %.
Q 34 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
THIS LOT REQUIRES A BACKWATER VALVE 1110 94 11 a v }
PER SECT. 409 OF U.P.C. PER APPROVED - ROUND OFF TOP Cr4 co d 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 114 FILL
Z
FILL SLOPES OVER 5 ' HIGH.
51 10 (.5 59 3b a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
lu SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
�( J90PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
9
a Q 6 39 OVER I ' DEEP.
v A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION 8 8 9 IC 9) (1015 �, Q 6. ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
b
92 � 7, AA
IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER 9V OR's ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT4A 54 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
53 SS 4z 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
5 ' MIP/L 5' MIN.
4 51 152 � yTOP OF CUT SLOPES.
N. 5 43
6" MIN. 6" MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 ' MIN. I ' I ' 3 ' MIN. 9 g ONE FOOT.
MUDSILL MIN. MIN. MUDSILL 3 2 4V As 44 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
1 so 4.9
46 41 THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DECEMBER 23, 1988
•• TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12" N.-::::r 12 ' MIN. Z, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
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. 50.00 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C - C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
44.33 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
44. 33 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
FF 0000.0 INDEX MAP II . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
5 ' MIN. P/L
PE 0000.0 r SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
FF 000-0--.0 FF 0000.0 1
MV o � ----- -- ------ -- PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
403 ' MIN. I ' ® o PE 0000.0 PE 0000.0 SCALE : 1 " = 200 ' EROSION AND INSTABILITY I N ACCORDANCE WITH ORDINANCE 45T PRIOR TO
MUDSILL MIN. 6' MIN. � o W) THE APPROVAL OF FINAL INSPECTION.
x
C; x In 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
■ 00 pp 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
A. 00
or 00 .0 W 0000.0 pp� LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN. 2: 1 MAX. GF 0000.0 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
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL Q
SECTION D - D DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TYPICAL 0 ERALL FOOTPRINT DIMENSIONSOL
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z
SCALE: I ' = 30 ' 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
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
Underground Service Alert BENCH MARK PERMANENT IRRIGATION
RR I GAAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0
Robert Bein, William, Frost & Associates w
COUNTY OF RIVERSIDE B.M. NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o 11/2" BRASS DISC SC I N CONC. CYLINDER LOCATED FROM THE INTERSECTION ON OF FRONT ST. C O N S T R U C T I O N NOTES T E S � QUANTITY 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 8 SURVEYORSU
28T85 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 2590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD I7 APPROVAL OF THESE PLANS BY THE CITY TY OR ITS AGENTS DOES NOT RELIEVE EVELAj
1 -800-422-4133 NO. I TEM QUANTITY UNI T of
(909) STO-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. THE APPLICANT AND H 1 S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- OL
CORNER OF THE INTERSECT ION I ' E. OF A T' CHAINL INK FENCE, 21 ' It 16' 1 LOT GRADING ( 10 LOTS X 15 C.Y./LOT) 150 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 CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 1 f
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE
�00ESS/F Designed B Drawn B Checked B S Drawing No.
OUNER/DEVEL � T. � � GLLi AC/GL RECOMMENDED BY: V'_ DATE: 14/4 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKN�
�,
Contractor Horizontal Plans Prepared Under The Supervision Of •
MESA HOMES AS SHOWN NO. ACCEPTED BY: 4 DATE: /" TRACT NO . 24131 - 1 z
Inspector 48393 J- Y EN
Date 7-10-9 PRINCIPAL NGINEER. FOR GINEER
27555 YNEZ RD. SUITE 200 * EXP. s-3o-ve * GR-EGO�Sr LEBLANC RAYMOND A. CASEY
TEMECULA, CA 92591 Vertical s,. CIVI\. ,r PRECISE GRADING PLANS Q
Date Completed -y ,e2►
(909) 676-7290 N/A (Or CALVE R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-3 I-96 LOTS 45 - 54X
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J . N. 400664
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L - LOT 68 LOT 66
PE= 1187 . 7 PE= 1187 . 5 LOT 57
LOT 67 PE= 1180. 3
PE= 1 187 . 7 41 . 99
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LOT 93 5ti 11 .61 66.oo - 6T.00
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SCALE: 1 " = 20 '
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LOT 94 77.0 C7
I 1172.7 1 174.1 FL5H D
OPEN SPACE FL.,H. ,� L.,H.P. - 7T O z
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T3.0 1 74.4 I 75.8 1 FF IITT.7 f
F3.0 74. 4 75. 8
PE IIT7.0
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PE 1173.0 FF 1175. 1 K PE 1175.8
PE 1174. 4 - � A
13± 302 - HO 302 LOT 55
I. B 12 303 A 7 440t PE= 1 17 9 . 1
FL.,C26. 73. IOt 74. 4A t
77.0 54
75. :t
4.7
F.G. 51 F.G. �t F.G. 53 F.G. ■ -
F. 1'S.Z
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GF 1113.2 12
` 75 7
73. 0/ 1z.0 GF 1 174.6 12 75. 81 14&A I 7T. )l
F.G. FL.,6.8 74. 4. F.G. FL•► • F.G.
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24.94 74. •p
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Gg- �= 2.9 $ F.G. $ L ,G b- 77.3 10 "iG.s o
\\6$G, 7.2 FL.5 75 3 \ F.G. L.,E F.G. `
• 71 G GF 1 1 7 13 F 13 76.6 0 D GF 1 177.5 10 77.9
O FL.,G.g 2, 9 !0`t 73.9 ` 4 ° GF 1175. 5 GF I 176.8 f L • GF 1 178. I
' v F• G' GF 1 174. 1 10.1 - LC�b• 154 F.G. ■ 46 � �[
72. 7 5Q .� c F. G. ■ 10± 5 T4.8 = 45
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0 72.7 49 75.0 ❑
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F.G. 14
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P 302 - 10� 73 9 C � I I� 302 � •5 C 303
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PE= 1178 , 2
F 117 • 4 ;t PE 1176.6 PE 1177.9
, • G. �' G• PE 1173.9 FF 1177.3 F _ PE 1177.3
25
72. 7 2. 7 PE 1175.3 FF 1178.0 FF 1178.6
FF 1174.6 76.5
FF 1176.0 G. 16 F. G. 77.9
B' 1r7Z 4 F. G. 76.6 (t7(o.3 F . G. 77.9 1
G-73. 9 F . G. 1 L. 77.2 F . G. L - - -
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T5.3 77.3 (.
f• F . G.
68•�3 - _ �•ti 75.3 it-77- - N 1IT7 V -
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o0 o �_ .r ...
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P 65.0 I
. 42 f d 69.03 65.03 f' 65.00
--------------
LOT 95 OPEN SPACE 510EVVt LK-
Underground SerVLce Alert • "
Robert Bein, Wi l lia m Frost & Associates `�u .V w
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYOR U
19 �v Qv' �� � n• WAY
-800-422-4133 25765 SINGLE OAK DRIVE,SUITE 250.TEMECULA, CALIFORNIA 590 LEENA
(909) 876-8042 2Z
ZO 21
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE PCFESS/ Designed By Drawn By Checked By
RECOMMENDED BY: DATE: '4 Drawing No.
T. GL GL/AC �� CITY O I T E ME C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Mori:onfal G�P F Plans Prepared Under The Supervision Of
I ' - 20 ' No ACCEPTED BY: DATE: TRACT NO . 24131 - 1
Inspector SEE SHEET 1 �SpS �LEB�AN( Date '7-��- '� PRINCIPAL NGINEER, FOR ITY ENGINEER
*
EXP. a-so-�e * GREGOR . RAYb10ND A. CASEYV.rtieai �,. CIVIL � PRECISE GRADING PLAN
Dot. Cpnplefed .�
N/A � �- CA�%f R.C.E. No. 48393 Expires 6-30-98 R.C.E. No. 41880 Expires 3-31-96 c�
LOTS 45 54 Sheet 2 of L5
J . N. 400664