HomeMy WebLinkAboutLot 7-13, 85 - PreciseGrading LEGEND PROJECT SITE
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TOP OF CURB 0000,00
T.C. 111
KIzIR A C I N 131 3
FLOW LINE F.L. PRECISE GRADING PLANB
R RpAD
HIGH POINT H.P, 1Y '
FINISHED GRADE F.G. MIN C MIN MIN C D MIN D
FINISHED SURFACE F.S.
GARAGE FLOOR GF 0000.0 i VIA RANI
PAD ELEVATI❑N PE 0000.0 N
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FINISHED FLOOR FF 0000.0
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WATER SERVICE W �0; M+X N t91 44X N
SEWER SERVICE S
TYPICAL SIDE YARD DRAINAGE
FIRE HYDRANT ` Y DISTANCE FROM FRONT PROPERTY CORNER TO tHE GARAGE RD.
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 21 � �
DRIVEWAY � 20 11 10 9 8 7 6
19 12 �,. 79STREET LIGHT 0—� 18 ,ter 13
SLOPE II 17 14
15 36 35 34 33 32 31 30 29 TO SAN D1EID
EXTRA DEPTH FO❑TING Is �L.LE AVELLA- 28 VICINITY MAP
INDICATES AMOUNT OF O 37 27
EXTRA DEPTH F❑❑TING 3111 39 4041 42 43 44 46 47 26 NOT TO SCALE
69 6g 4a25
70 67 49 24 GRADING NOTES -
231 116
LOT NUMBER FX1 1 117 71 66 50 1. ALL GRADING SHALL CONFORM TO THE UNIF❑RM BUILDING CODE, CHAPTER 70,
Ila 72 65 51 VIA JASSO AS AMENDED BY ORDINANCE 457.
INDICATES MODEL 110 119 73 64 52 22 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
4 111 74 63 53 3•. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
12'
UNIT TYPE B MIN, ABOVE PAD ELEV. 75 62 54 109 120 21 3 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
20 Q'IF
INDICATES ELEVATION 100a 121 75 61 55 19
3. MAXIMUM CUT OR FILL SLOPES = 2:1,
122 77 60 56 ig a 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
78 59 57
ROUND OFF TOP 106 123 FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE P/L 5 105 124 Sg 17
PER SECT. 409 OF U.P.C. PER APPROVED — 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
VIA 16 S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
WATER AND SEWER PLANS, ( NON REQUIRED ) 104 125 C11?1t4 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
103 126so 81 82 N93 14 OVER 1' DEEP.
102 127 84 13 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
— B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SECTION B
101 128 90 gg 88 87 g6 65 12 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER 129 10' RADE, ELEVATION ISSUANCE OF THEBANDDING L CA IONI OF CUTRT/ FILLON SLOPES.LL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT VIA CESARIO
g 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
2 1r� 1 2 3 4 5 6 7 g LT TOP OF CUT SL❑PES,
SITE 8, FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. 5� MIN, P/L 5' MIN, 6' MIN. ONE FOOT.
3' MIN, 1' 1' 3' MIN.
MUDSILL MIN, MIN, MUDSILL 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
3'x4' CONCRETE THE PRELIMINARY SOILS INVESTIGATI❑N BY,
3'x3' CONCRETE PAD CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
PAD 32"x32" 3'x3' CONCRETE 32"x32" 32"x32" TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
A/C PAD PAD A/C PAD A/C PAD ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' IN. 12' MIN. 40.00' 39.00' 40.00' MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
27 MIN, 211 MAX. 6' TYP. 2% MIN, w WINDEX MAP 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
217 MAX. MIN. 21% MAX, 00 00 ~ DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
O _ REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC-
S E C T I G N C - C z - SCALE: 1' - 200 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
g EACH LOT.
CN 0 x0 x — LOTS INCLUDED 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
g PO < �,� SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
'� PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN, P/L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' 801 802 00 803 - THE APPROVAL OF FINAL INSPECTION,
MUDSILL MIN, A
A
6 MIN, � 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
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13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET,
12' MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
24 MAX, PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2% MIN, 6" MIN. CONSIRUC CION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D — D TYPICAL OVERALL FOOTPRINT DIMENSIONS NO, ITEM QUANTITY UNIT
15. ER❑SI❑N CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
1 LOT GRADING (8 LOTS x 15 C.Y./LOT) 120 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE, 1' = 20' 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
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
der round Service Alert BENCH MARK U.P.C. CHAPTER 10.R.
Robert Bein, IYzlliam Fmst & Associates Cl1lllTy OF RIVERSIDE Ail T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o PROFESSIONAL ENGINEERS, FLAMERS k SURVEYORS 2 1/2' DRASS DISC IN CIPE CYLINDER UrATED FROM THE INTERSECTION IF FRONT S1. OWNER/DEVELOPER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
2M YWZ ROAD, ST. 400*TElEW CA, 92591 AND RANCHO CALIFORNIA ROAR IS NILES NE, ON RN CHO CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS B Y THE CITY ❑R ITS AGENTS DOES NOT RELIEVE
CALL TOOL FREE (909) 676-8042 , FAX (909) 676-7240 TO THE INTERSECTION OF RANCHO CAL A ROAD AND MARGARITA ROAWN THE N.W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE C❑R-
-800-422-4133 C[RER OF TIE INTERSECTION 1' E, OF 0 T CHAIX FENCE, 21' x 16' RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION, UPON
RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
ARnLlND SO, CALIF. GAS VALVES, 40' K PP, 011l) 94' K OF THE CENTERLINE 17310 REDHILL AVE. , SUITE 320T TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
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OF RAK M CALIFTRNIA ROAR FWUA4 VITFESS POST SET I' V, IF 0I IRVINE, CA 92714 1
TWO WORKING DAYS BEFORE YOU DIG AL DATE; 13-02 ELEV, 10.410 LD96 — 028 GR W
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QRp4LSs�0 DESIGNED BY DRAWN BY CHECKED BY Drawing No. y
A j*�/ JL ADEL S. CASAO JL RECOMMENDED BY: DATE: _3 CITY OF TEMECULA oEPARTMENr OF PUeL IC WORKS
Contractor HORIZONTAL .�`�� `C�` r�i� �� Plans Pr red Under The Supervision Of
SEE ABOVE AS SHOWN W i No.43090 � ACCEPTED B DATE: -r-IX-PW N
d PRINCIPAL GINEER, FOR CITY ENGINEER TRACT NO . 24131 -3
Inspector Exp 3�3t-0p Date: 3 14 STEVEN W. CRESSWELL
VERTICAL sf CI V I\. �� MICHAEL TYLMAN PRECISE GRADING PLAN
Date Completed N/A 'j1P OF Ckv\E R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 7 — 13 AND 85N
SHEET 1 OF 2 �
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PLOT: 3-14-96 JN: 400939
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❑2 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207
i (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE
WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED
BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING
DEPT. FOR ALL WORK IN PUBLIC R/W.
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Underground Service Alert _ PA
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ROA Y
CALL TOLL FREE Robert Bein, William Frost & Associates
PROFESSIONAL ENGINEERS, PLANNERS t %RVEYORS
1 -800-422-4133 2M YNEz moo, STE. 400•TEiEa"G. 92591 -
(909) 676-8042 , FAX (909) 676-7240
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Two WORKING DAYS AFORE YOU DIG L D 9G - 026 GR W
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'DH MARK DES I GPED BY DRAWN BY CHECKED BY
SCALE Drawing No.
p ` AjJOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL
PlaDs Prepor Under The Supervision Of
1 = 20 d > No.43090'= Ajj ACCEPTED BY: �GINFERFORDATE: �� TRACT NO . 24131 - 3
�4 G PRINCIPAL Y ENGINEER
Inspector SEE SHEET N0. 1 Exp- 3/31-00 N
VERTICAL i�f �1 ,` MICHAEL A. T AN Date. STEVEN W. CRESSWELL PRECISE GRADING PLANS Pq
Date Completed Y R.C.E. . 43090 Expires 3-31-00 R.C.E. No. 47180 Ex Tres 12-31-99 LOTS 7 - � 3 AND 85 SHEET 2 OF 2
N/A OF C�� RNop p i
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PLOT: 03-01-96 JN: 400939