HomeMy WebLinkAboutLot 18-24,83-85 - PreciseGrading LEGEND z PROJECT SITE
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TOP OF CURB 0000.00 11 1T,C. K z ?
FLOW LINE F.L. E I E I N P L A N
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5' QXLEPf C 5, 5, C CEI T D 5, D
FINISHED GRADE F,G, MIN MIN MIN M TEID MIN
FINISHED SURFACE F.S. "� 9
GARAGE FLOOR GF 0000,0 � V i
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PAD ELEVATI❑N PE 0000,0 X X V PAllBA
FINISHED FLOOR FF 0000.0 ao Z g z 81 ROAD
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WATER SERVICE W
- PROJECT SITE* �X
SEWER SERVICE S 21 ,a x s s
m r >.
AIR RELEASE VALVE , 70
TYPICAL SIDE YARD DRAINAGE VIA BANDE PID Pico
FIRE HYDRANT '�<y DISTANCE FROM FRONT PROPERTY CORNER TO HE GARAGE 3 1° a' 9
DRIVEWAY 17RQ
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. °' n �
11 ro �
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STREET LIGHT O—� �. °°Ar 70 n 78
__j ss HWY. 79
SLOPE III 16 vQ a '• 14C TO SAN DIEGO
t4 VIA CORDARO 34 <
EXTRA DEPTH FOOTING VICINITY
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INDICATES AMOUNT OFO n c a Q 01 s
EXTRA DEPTH F❑❑TING �. a- NOT TO SCALE
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ACCESS RAMP o� ,! W 70 90 > 39 _1w GRADING NOTES
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LOT NUMBER U '° 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 10,
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INDICATES MODEL AS AMENDED BY ORDINANCE 457,
n° ° to ' � °7 40
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
f! 41 DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE
UNIT TYPE 4 SO CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
B 12' MIN, ABOVE PAD ELEV. 7 f7 °' 42
INDICATES ELEVATION 4 °I 3, MAXIMUM CUT OR FILL SLOPES = 2:1.
E`ORE 43
ROUND OFF TOP
v1P, 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF 'ALL
' 4'
THIS LOT REQUIRES A BACKWATER VALVE 4' 40
FILL SLOPES OVER 5' HIGH,
P/L � 47
PER SECT. 409 OF U,P,C. PER APPROVED — 5' 1 ' so w i0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
WATER AND SEWER PLANS, ( SEE INDEX MAP ) PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP,
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ❑F TEMECULA
SECTION B — B GRADINGRINGACCORDANCETWIRHTTETHEERTIFICATION APPROVED OGR DIINGLETION PLAN OF
PRIORGTO
INDEX MAP ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATER GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
THAN 5' IN VERTICAL HEIGHT
SCALE 1' = 200' 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
p/L B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. S MIN. 5 MIN. 6' MIN, — LOTS INCLUDED ONE FOOT.
3' MIN, 1' 1' 3' MIN.
MUDSILL MIN, MIN, MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
3' x 3' CONC. THE PRELIMINARY SOILS INVESTIGATI❑N BYE
STOOP 3' x 3' A.C. CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
b;s PADTWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED T' THE
' 47.50 3 x 3 A.C. 3' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12 MIN, 12 MIN.
' x 3' A.C. 3' x 3' CONC. A x D A.C. MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
F1
49.33 PAD STOOP PAD r ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT.
'
2% MIN, 211 MAX. 6' TYP, 2% MIN, 50.00 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEEf2ING
21% MAX. MIN. 217 MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N C — C0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
401 v v EACH LOT,
402 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILLS _X V) X ci X V) 403 _ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
r� - _ ,,� PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5 MIN, P/L cD M g r� r7 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN, 1' THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN. 6' MIN. LO 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
CONSTRUCTION NOTES & QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
N0. ITEM LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET,
QUANTITY UNIT
12' MIN. Q LOT GRADING (10 LOTS x 15 C,Y./L❑T) 150 C.Y. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
2�1 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. O TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL
21% MAX, (W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED
SECTION D — D BY TYPICAL OVERALL FOOTPRINT DIMENSIONS DEPT. FORTALLL WORKRINEPUBLLMICTR/WQUIRED FROM ENGINEERING 15. EROSION
P❑ A PLANTNTROL: ALL ON CENTERS OR OTHEPES SHALL BE PLANTED WITH R APPROVED GROUND COVER. SLOPESICE
OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF. SHRUBS
SCA E� 1' = 20' 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 PREVENTI❑N DEVICES PER
Underground Service Alert BENCH MARK U.P.C. CHAPTER 10.R.
Robert Bein, A'il iam F2vst & Associates CDTY OF RIVERSIDE BA NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o PROFESSIONAL ENGINEERS, FLAMERS k SURVEYORSTO COMMENCEMENT OF ANY CONST RUC TION/GRADING.
2 1/2' BRASS DISC IN CUE. CYLINDER TED FROM THE-DITERSECTIUI ff FRUIT ST.
27555 YNEI ROAD, STE. 4000 EEaU G. 92591 AND RANC10 CALIFORNIA ROAD, LB MLES ON RWIO CALTFTRNNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 TO THE INTERSECTION OF RANCIID CAL IA ROAD AND MARGARITA ROAD,IN THE KV, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
1 -800-422-4133 CORDER ff TIE INTERSECTION 1' E (F A T CHAINLIW FENCE, 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING C❑NSTRUCTI❑N, UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
MIND SO, CALF. GAS VALVE$ 40' K PP. QQt) 94' K OF THE CENTERLINE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
ff RANDIO CALIFORNIA ROAD, FTBI RGL VITNESS POST SET 1' V. OF MUKNT,
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 13-82 ELEV. 0211.410 _ LD96— 027 GR J
CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE Q�p f E S S!pN� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: 3'�-7�'� DEPARTMENT OF PIBL I C WORKS Draw O n 9 No. j
JOHN LeSAGE ADEL S. CASAO JL CITY O E TEMECULA
Contractor HORIZONTAL �`` `cam lf� �� P I ons epor ed Under The Supervision Of
RICHMOND AMERICAN _ _ _ ACCEPTED BY: -_- _ DATE: X'1'1 fe
Inspector 17310 REDHILL AVE. , SUITE 320 1 - 20' No.43090 � Dote: L L PRINCIPAL E INEER, FOR CITY ENGINEER TRACT NO . 24131 — 1 N
IRVINE, CA 92714 � MIC AEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS
Exp. 3/31-00
01
Date Completed VERN N/A
�f�lF OF v,A�E `! R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 _ _ N
/ LOTS 18 24 AND 83 85 SHEET 1 of 2
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PLOT: 03- 11-96 JN: 400664
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LOT 98 OPEN SPACE O
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79.86 %
GRAHH1C SCALE IN FEET
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FL H 67.5
67.5
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F.C. 66.4639 66.4
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OPEN SPACE i
J RE-MOVe EXIST- b5XiV1l5WA-f ANC7 RMC,0WAr11w_U&T
O 6 LOT 94 POLR Sr�7 . No. 'Z-07 (yy:V^Fz1E5) �►WGUT 1' M11Q.
0 1 30' INTO EXIZT. ^• Cl. R r--t-AGE W1 F= -L HEI&HT GU1ZM,
PE 1161.1 �J7"T1ENL ANr� 4►IOL-WAll KW AS PRE,QUMF VP �_,� 1WEA gGTOR,
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Under round Service Alert
0
CALL TOLL FREE Robert Bein, William Frost & Associates
PROFESSIONAL ENGINEERS, R-ANf RS t SURVEYORS
1 -800-422-4133 2755 YNU R, STE. 4ODeTEIELLA a. 92591
(909) 676-8042 FAX (909) 676-7240
LD96- 027 GR N
TWO WORKING DAYS BEFORE YOU DIG N
CCONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY CITY 0 E T E M E C U L A
SCALE �p F E S S F Drawing No.
Q OHI JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: '�L-Xo DEPARTMENT OF PLIC WORKS
HORIZONTAL o A f� `
Contractor .``' �� li Plans Prepa ed Under The Supervision Of
" = 20' W No.43o90'y � ACCEPTED BY: DATE: .t-/�-t� TRACT NO . 24131 - 1
ac '� Date: I PRINCIPAL ENGINEER, FOR CITY ENGINEER N
Inspector SEE SHEET N0. 49 Exp. 3/31-00
VERTICAL ' MICHA L A. T MAN STEVEN W. CREsswELL PRECISE GRADING PLANS
Date Completed t tF f V 1` 0�
N/A OF C A��� R•C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 18-24 AND 83-85 SHEET 2 OF 2 %
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PLO1: 02-28-96 JN: 400664
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