HomeMy WebLinkAboutLot 1,5-28 - Precise Grading LEGEND
PROJECT SITE
A PAD acv.
ZZ
TOP OF CURB 0000.00
[R A C N 2 1 3 1
T.C. ? •e z
FLOW LINE F.L.
DR C1 E GR�� ADING P1 AN
A � �
15'TrP. 15'TrP,
HIGH P❑INT H.P. _
5' 1 WH91
B 5' 5' B W C 5' C t*'
FINISHED GRADE F.G. MIN � MIN MIN MINva
��!►
h
FINISHED SURFACE F.S. ti
GARAGE FLOOR GF 0000.0
t I I I FS 1 ) 5 28
Z z z AR �
N x N '.�� PAS A
PAD ELEVATI❑N PE 0000.0
FINISHED FLOOR FF 0000.0 0 o FtZ`� RQAD
60? a O OD
O D .,
WATER SERVICE W wok N 10z M�+x `� w
SEWER SERVICE S GP 118
AIR RELEASE VALVE °=1_I TYPICAL SIDE YARD DRAINAGE
FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE L �p L �ipjQ' RD.
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. GP�� PROJECT S '
DRIVEWAYN
y HNY. 19
..........
STREET LIGHT 10' 12' GARpANO
I I I e TO SAN DIEGO
SLOPE
VICINITY M
AP
p �,
EXTRA DEPTH F❑❑TING o G
51 52 53 54
INDICATES AMOUNT OF MAILBOX 8 49 50
EXTRA DEPTH F❑❑TING 'X (TYP. )
4s 47 NOT TO SCALE
45 1 LLOR A na
�1
ACCESS RAMPFM 4 4 33 44 3231 2 3 29 GRADING NOTES
P.C.C. CURB k 42 pQ36 5; 3
LOT NUMBER F_x] SIDEWALK GUTTER 41 35 26 27 28 4 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
�
38 23 0 AS AMENDED BY ORDINANCE 457.
INDIcA TES MODEL MAILBOX LOCATION 39 22 X
DETAIL NO . 2 2 � 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SL❑PE SHALL BE _ 1/..
40 e DRAINAGE SWALES SHALL BE A MINIMUM OF 02DEEP AND SHALL BE
UNIT TYPE P\ 11 10 9 8 7 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
B 20 12 N.T.S. 1� 9 13 3, MAXIMUM CUT OR FILL SLOPES = 211.
INDICATES ELEVATI❑N 18 14
M 1 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER BLOW-❑FF10' OR 12' 15 FILL SLOPES OVER 5' HIGH,
THIS LOT REQUIRES A BACKWATER VALVE 6' U 12' MIN. ABOVE PAD ELEV. 16
48" 16" CALLE AVELLA 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT
PER SECT, 409 OF U,P,C, PER APPROVED
S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
WATER AND SEWER PLANS, C SEE INDEX MAP ) Of MIN. TYP. v PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS
I
ROUND OFF TOP , OVER 1' DEEP,
MAIL OX 4" MIN. P/L 1 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
(TYP. ) CLR• 5' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES,
P.C.C. INDEX MAP 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
SIDEWALK CURB Bt I
GUTTER
SECTION A — A SCALE; 1' = 200' TOP ❑F CUT SLOPES,
P/L MAILBOX LOCATION FOR REAR YARD SLOPES GREATER 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN, 5 MIN, 5 MIN, 6•
3' MIN, 1' 1' 3' MIN, MIN. DETAIL NO . 1 THAN 5' IN VERTICAL HEIGHT ONE FOOT, e
MUDSILL MIN, MIN, / -MUDSILL LOTS INCLUDED 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH REC❑MMENDATI❑NS OF
N.T.S. THE PRELIMINARY SOILS INVESTIGATI❑N BY;
CONVERSE CONSULTANTS DATED JAN, 17, 1989
a �: •'
TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
.• •+•• 40.00'
MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
12' MIN. 12' MIN, ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
39.00' 39.00'
2% MIN. 2;1 MAX. 6' TYP. 2% MIN, 17 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
217. MAX. MIN. 21% 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❑N B B TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
11. CUT SLOPES EQUAL TO OR GREATER THAN 5'j IN VERTICAL HEIGHT AND FILL
_ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
g _ 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
LO'
THE APPROVAL OF FINAL INSPECTION,
3' MIN, 1
MUDSILL MIN. 6' MIN, 1 2 3 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
A A A
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
d LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET,
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12' MIN, 2;1 MAX. ri M. PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA--
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2% MIN. 6" MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
N❑, ITEM QUANTITY UNIT
SECTION C — C 1O L❑T GRADING (25 LOTS x 15 C Y,/LOT) 375 C Y. 15, EROSION CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
TYPICAL OVERALL FOOTPRINT DIMENSIONS Q MMOVE ^�.10 PISPeSF-D C-Xle,-If. A-C,. 2�0�Co S• , 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF. SHRUBS
4"ZZ-f� RBFLj!��SffEVAED pari r'sHowacocXwAcc �Z EA. SHALL BE PLANTED AT 10' ❑N CENTERS, TREES, 20' ON CENTER, C❑MBINA-
SCALE; 1' = 20' OO 4"D/A. A.PEA DPA�A/-l/SE AVD.S // DREi2Z11 ,4LENT TIONS, 15' ❑N CENTERS, SLOPES ❑VER 4' IN VERTICAL HEIGHT SHALL HAVE U
avv�rionroFaR�vRA�asysr r s�flEwAcx PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER o
® 3 PVC DPA/NAGE PIPE 95 L.
Under round Tervice Alert BENCH MARK u.P,c, CHAPTER 10.R.
5 cu,4B durLEr
Q
l L.F � 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R M
o Robert Bein, #trill iarn Frost do Associates COl1NT'r OF RIVERSIDE B,M, Nft T-29-61
W PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CLIC, CYLINDER LOCATED FROM THE DVTERSECTIOI OF FRONT ST, OWNER OPER —� T❑ COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING,
21555 YN Z ROAD' SIE' 400•TBECU..A CA. 92591 AND RANCHO CALIFORNIA ROA 12 MILES ISLE. ON RANCHO CALIFORNIA ROAD �� 17. APPR❑V A L O F THESE PLANS B Y THE CITY O R ITS AGENTS D❑E S NOT RELIEVE �
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 11, 1
TO THE INTERSECTION � RANCHO CALD-[RNIA ROAD AND MARGARITA ROAD,IN THE N,V, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY F❑R THE COR- ,—
1-800-422-4133 RECTION OF ERRORS OR ❑MISSI❑NS DISCOVERED DURING CONSTRUCTI❑N, UPON PO
CORDER OF THE INTERSECTIO! 1' E. [F A 1' CHAINLD+N( FENCE, 21' x lb' RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED N
AROIR SO, CALIF, GAS VALVES, 40' HL IF PP. (IO.0 941 HL OF THE CENTERLINE 17310 REDH I LL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. L D)9_03 4 6 R �
[E RANCHO CALIFORNIA ROAD, FIBERGLASS VITHESS POST SET 1' V. OF MONUMENT,
ADJ. DATE; 9-13-82 ELEV. 1126.410 LD 9 3- 040 GR
IRVINE 0
, CA 92714
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK SCALE QRp F E S S 1 pH' DESIGNED BY DRAWN BY CHECKED BY Drawin RECOMMENDED B . DATE:/ i 44-v CITY OF TEMECULA DEPARTMENT OF PUeL I C WORKS 9 No.
N
5-16-6 }¢>3F 1,5P6 FwTPFuwT 6OTe7 Ig 22 p A jy / ADEL S. CASAO ADEL S. CASAO MICHAEL TYLMAN
Contractor Z'0 Sr IV5i. HORIZONTAL y ��� !may PI ns r ar d Under The Supervision Of Q
14-qa a r-ev ISE FoaT�1WT LJT4 10,s3 >� r/z3/ ' 4 0 ACCEPTED BY: DATE: 4 T TRACT N 0 . 2 4131 — FEL
Inspector 0q.. SEE ABOVE AS SHOWN � Exp 3/31-00 RONALD J.ENGINEER,
I NKES R, FOR CITY ENGINEER NEER 'A.'A. 0
Date: IS � .�a..,. ::r
CL
217-99 , fF SVlfT-D Lor/ ro 5'FeoM LO 2 PL. 3/41 VERTICAL f M I CHA L A. YLMAN A `' PRECISE GRADING PLAN
IV1
Date Completed APSA D.47-41,45 fsNiGTL5D 'lF N/A 4F C E� R.C.E. No. 090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 l''f °e° SHEETTITLE SHEET SHEET 1 of 3
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50.000 / cnRobert Behrlilliam Frost & Associates �>CALL TOLL FREE PROFESSIONAENINEERS, PLANNERS k SRvEYORS 57.0PIP I
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1-800-422-4133 27555 YPEZ ROAD, STE. 09TEaECu.A CA. 92591 33 32 r 95-63 G �
(909) 676-8042 FAX (909) 676-7240 PE 1 PE 12 I '
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PE 1204,6 I 30 PE 1204,0LD98— Q Q c�
TWO WORKING DAYS AFORE YOU DIG I 4' GR o
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENOi MARK Rp V E S S Jp DES I GNM BY DRAWN BY CHECKED BY Drawing No. '
�' ADEL S. CASAO ADEL S. CASAO MICHAEL TYLMAN SCALE
RECOMMENDED DATE: ,� 1b 0& C I TY 0 TEMECULA cu� OF RA-Ic wORn N
rill,-98P I KEYiaTrRI.dT's ![
1NT z5. (. r �^
Contractor 7-14 18 tZ.13F k"1'36 fl Y00 r 21NT WTS 1081 24. HORIZONTAL y ��� !�'y P I a s P ared Under The Supervision Of <
2-17-9R R8F 3 s#icnED Lar I ro 51FRonv Lor 2 PL 3 4 '� 1„ _ r�.430900 ACCEPTED BY: DATE: �L TRACT NO . 24131 """' F o
Inspector ADDE,o 4,eE,4 D�P.9IN 5 rSH/F7rED SEE SHEET NO. 1 20 Exp. � Date: 9 PRINCIPAL ENGINEER, FOR CITY ENGINEER =
LOT FOOTPRINT BAC,E' !o' VERTICAL CAI^ ixl �,' 1` MIC AEL TYLMAN RONALD J. PARKSCID
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T.l' I.Y.,-..Y.
A A:.A.`.A.,n, PRECISE GRADING PLANS CL
Date Completed 4 zZ 9'� ,PAF RtvISED LOT I TD SHOW EX.HWCk WALL �lF `lF�� R.C.E. No. 43090 Expires R.C.E. NO. 19744 Expires 9-30--01 '� i�e4:: OCD
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N/A F C A 3-31 00 LOTS 19 5- 11 AND 24-28 SHEET 2 OF 3
PLOT: 02-18-98 JN: 401015
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Underground Service Alert
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Robert Bei Fillia m Brost do Associates a
LL-
CALL TOLL FREE �'
PROFESSIONAL EN6IWERS, PLANERS k R VEYORS
1 -800-422-4133 2M YU Rojo, STE. GoMEtIA CA. 7591
(909) 676-8042 , FAX (909) 676-7240
N
LD98— 040 GRQ
M WORKING DAYS BMW YOU DIG
CONSTRUCT I ON RECORD DATE BY REVISIONS DATE AGC'D BENCH MARK �� Rpi E S S 1 p�, DESIGNED BY DRAWN BY CHECKED BY - � 4 Drawing No.
'�� ASAO ADEL S. CASAO MICHAEL TYLMAN RECOMMENDED B . DATE: ib CITY OF T D'�T w SIG N
9-22-18 fzP->F I9E F00Tf'R I NT LOTS 113 7/l.
$, 23. HORIZONTAL ,�`� �� !� P I s Prep r d Under The Supervision f
Contractor may _ ACCEPTED BY: DATE: �G _ TRACT NO . 24131 — F` o
-14 $ ► F �,e iw twrrvNr &vr 23 . 1 Z3 .
1 " = 20' No.43090 'T' L�• PR I NC I PAL ENG I NEER, FOR CITY ENG I NEER
Inspector SEE SHEET NO. 1 � Exp. 3/31-00 Date: - RONALD J. PARKS
MICHAEL A. MAN ,�A�.Y .,�A=, 0
�y`�' A:..� 'PRECISE GRADING PLANS CL
VERT I CAL Jl C l y 1\. ��! °�
Date Completed �jF 1F�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 'r%i� LOTS � 2 — 23 SHEET 3 OF 3
N/A OF C k`
PLOT: 02-18-98 JN: 401015
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