HomeMy WebLinkAboutLot 20-22 - Precise Grading LEGEND.
00 B DEL SOL
TOP OF CURB ALOMA
T.C. P
FLOW L 11E F.L.
wIGH Pat"T M.P.
13X
113' Tri. 1130 VIA IIIIIIIII
rimiswo FLOOR rr DOW.a u3mm c C u3[cm D D Pm
Imm sm
FINISHED SURFACE F.S. mu: wrol rcC
FINISMED GRADE F. G.
GARAGE FLOOR GF 0000.0
FF
PRECISE RADING PLAN
L I TRACT NO 24133 1
PAD ELEVATION PE 0000.0 EMIL- ?Ito
AIR RELEASE VALVE
14
Wr
TYPICAL SIDE YARD AiNAGE .T.S.
f I RE M"WAM **e PROJECT SITE
OR I TEWAY VIC N- I-Ty- MAP.
STREET LIGHT NOT TO SCALE
WATER SERV I CE �CY "0.
SEWER SERV ICE 33-3
SLOPE i 1 V 132 GRADING NOTES
.EXTRA DEPTH FOOTING1 128 ,
TRACT w. 131 133 1 ALL GRAD ING SHALL CONFORM TO THE UNifOR>IA BUILDING COW, CI MER M
AS AMENDED BY ORDINANCE 457.
WHEEL CHAIR RAMP 24133-2 tit
FM - tis I. WINIUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL K = IZ.
138
n 80 87 Sao @5 137 S. WAXIMUNI CUT OR FILL SLOPES a 2: 1.
so
RETAINING WALL 0 it 91 84 131 4, PROVIDE S' WIDE BY I ' HIGHKWOR EWtVALM ALONG THE TOP OF ALL
Ilu 139 FILL SLOPES OVER 3' HIGH.
CONSTRUCT ION NOTE O
12* RI N. ABOVE PAD ELET. .401 wl 92 83 11 140 S. ALL ORAD ING SHALL K DOW UNDER THE SUPERVISION OF A COWEILNT
09d 81 35 96 82 V-ulrA 141 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
'Apr 1163 24 52 142 PLACED AND WHO SMALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
ROM OFF TOP 51 79 143 OVER I ' DEEP.
LOT NUMBER L^_j 23 1255 3v 33 57 78 11" 4. A REGI STEREO CIVIL ENG INEE SMALL Sk"I T TO C I TY Or TENIEC"
5 145 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
I NO I CATES MODEL 26 31 34 A& 77 GRADING IN ACCORDANCE WITH THE �ROVECAT
GRADING PLAN PRIOR TO
21 Lv vt 76 146 ISSUANCE OF THE BUILDING PERMIT. ION SHALL BE TPR
LINE,
4w 27 30 47 vu GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
Ir
UNI T TYPE PROJECT 83 1 E TRACT NO.
tr 24133-F T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
28 TOP OF CUT SLOPE.
149
SECTION 8 6 C
T146. 0 43INDICATES AMMNT Or OFOR REAR YARD SLOPES GREATER 245-2 4wi r 7 Isi 19. FINAL COMPACTION REM" WILL K REQUIRED FOR ALL FILLS GREATER THAN
6 65 70 ONE FOOT.
EXTRA DEPTH FOOTING THAN 5' IN VERTICAL HEIGHT 14 rtit es 132 S. ALL GRADING SHALL K DONE IN CONFORMANCE WITH RE UVENDATIONS CF
1"3 LOT REOUIRES A BACMIER VALVE 13 2 67 a IM THE PRELIMINARY SOILS INVESTIGATION BY:
MER SECT. 409 OF U.P.C. PER APPROVED Ac
% (;Le re 1 IS4
WATER AND SEWER PLANS. (SEE INDEX MAP) v kf t R. 3 1 lem. P/L S, Mt N. to to CONVERSE C0AfJvvTA/Vrs DATED: 1—f7-Iff
3 ' MIN. I , if 3 ' MIN. 6 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
5 4 3 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOW
MUDS I LL MIN. MIN. MUDSILL 2 IMENDAT I ONS AND CERTIFICATION THAT GRAD I NG HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
4
4), tit 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
12* MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
27. MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
2% MIN. 2: 1 MORX. sw Tyr. 21% MAX. TRACT NO.
21% MAX. 24136 11. CUT SLOPES EOUAL TO OR GREATER THAN S' IN VERTICAL WIGHT AM FILL
4 SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
SECTION C C _717 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
WDEXGAAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T.S. ) THE APPROVAL OF FINAL INSPECTION.
® e SCALE: 1 " 200 ' 01,2. DUST SHALL K CONTROLLED BY WATERING Olt OTHER APPROVED WTHODS.
P/L
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I LESS THAN 1/4* PER FOOT FOR A MINIMUM OF 3 FEET.
MUDS ILL mi N. Ir wt 14. 14. A REGISTERED CIVIL ENG INEER OR LICENSED LAND SURVEYOR SHALL SUMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
K GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
• IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SMALL BE
27. MIN. YPICAL OVERALL rvv I Mtn MMENstm 6 1 YEN.
21% MAX. N.T.s. 15. EROSION CONTMt ALL GRADED SLOPES SMALL K PLANTED WITH RMA ICE
SECTION D D PLANT AT 120 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
13' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SMALL BE PLAW
(N.T.S. ) TED WITH APPROVED TREES, CENTERSI,
MBATONTREOF. UBSSHEET IWIEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SMALLBE PLANTEDAT101 ON TREES, 20' ON CENTER, COMBINA-
TIONS. IS' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 20-22 NO. ITEM QUANTITY w UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER ID.R.
I LOT GRADING 13 LOTS x 15 C.Y./LOT) 45 C.Y
BENCH MARK 2 CONSTRUCT 4- SOLID WHITE LINE (TO BE REMOVED AT 35 LF. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DMINEATED IN THE rimo PRIOR
A MODEL CONVERSION ) To COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
COUNTY OF RIVERSIDE B.S. 0. T-2" 3 CONSTRUCT HANDICAP PARKING SYMBOL TO BE REMOVE A I EA.
WEL CONVERSION ) it. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
11/2' PASS DISC IN CONC. CYLINDER LOOM nW IM IMILRMC110111 OF nW ST. 4 INSTALL W MGM WROUGHT IRON FENCE MODEL(TO BE REMOVED AT 141 L.F. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
NO RANCHIC CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD CpNVERsiON OVED RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD NO MARGARITA ROAD,IN THE N.V. TW PMmIlar-Ow
VM Esumme i WsE PLAw is PUR A990111011 THE ALCM CY 5 INSTALL SIGN "RIGHT SIDE CURBSIDE PARKING ONLY (TO BE REMMODEL CONVERSI EA.
COLLIER W THE INTERSECTION I ' E. Or AT' CHAINLIWFEMM, 21 ' 1 16' AND ACCEPTABLITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
ANOW 30. CALIF. GAS VALVES, 0' N. Or P.P. (NO.11) 94' N. OF THE CENTMIW crrY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE "WEER SMALL BE RESPONSIBLE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
FOR DETERMINING ON ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL By to
W PAN" CALIFORNIA ROAD. FIBERGLASS WITNESS POST NY I ' W. OF MORMIENT. THE Cm
MW. DATE: 0-133--V ELEV. 1128.410
APPROVED BY:
BASIS OF BEARINGS OWNER/DEVELOPERSHEET
Robert BeinWilliam Prost & Amuciates CITY OF TEMECULA
THE BEAR I NCS SIM HEREON AM BASED Of A FWtM W W MESA HOMES PROFESSIONAL ENGINEERS, PLANERS & SURVEYORS %6. A. jv,
CENTERL 27555 YNEZ ROAD SUITE 200
I NE OF BUTTERF I ELD FACE AM AS RM ON PARCEL
NOME 4W RIR. WIM =- MWM"- G&OPM"A TRACT NO . 241 %33- 1
MAP NO. 23432 FILED IN I= 159, PAGES X THROUGH 61 OF TEMECULA, CALIFORNIA 92590 � ON- A. CASEY A.C.E. 41m
PARCEL WS IN THE OFFICE OF THE CUM mm Gro-am l 7240 RECORDER OF INCIPAL ENGINEER EXP. 3/31/9d
RIVERSIDE COMM, CAL IFORNIA KING N 04. 25 'O5' W f Bt,, A Dr.3-3 1-W I " or Tima" PRECISE GRADING PLANS or 2
sm I SI., L clvI\ DATE DESCRIPTION fAPPID DATE
1 Ho IP3 to cr CPL%f
M I CHAEL A. MAN It-C.E. ' 4-NM R E V I S 1 0 N S DATEt. LOTS 20 - 22
J. N. 400493
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CONSTRUCTION NOTES ts'
2 CONSTRUCT 4' SOLID WHITE LINE (TO BE REMOVED AT MODEL ERS10N)
O
3O CONSTRUCT HANDICAP PARKING SYMBOL (TO BE REMOVED AT EL CONVERSION) /p ,
GINSTALL 3' HIGH WROUGHT IRON FENCE (TO BE REMOVED AT MODEL CONVERSION)
5 INSTALL. SIGN "RIGHT SIDE CURBSIDE PARKING ONLY" (TO BE REMOVED AT MODEL CONVERSION) � Q
O �
wq Y
APPROVED 81
` CITY SHEE,
� s�d �3 SS�� ENN�.PLR�SURVEYORS OF TEMECULA
- rt RAYMCND A. CASEY R.C. . 41880 DATE 287w O18LE Gm w surf no.Td[CILA, CIL OEM
PRINCIPAL ENGINEER EXP. 3/31/96 IUM
6?94 : FM"1 676-7"0
Rc 43093 '° CITY OF TEMECULAT R ACT NO. 24133-1 2
* EXP 3/31 /96 PREPARED UNDER THE S RVI* SCALE: AS SHOWN BENCH MARK:
�!Q'
DATE By oescRIrTioN A►►'o. DATE SEE SHEET I
MICHAEL A, N R.C.E. 430 0 PRECISE GRADING PLANS otc 2
REVISIONS m
DATE: V EXP. DATE 31111966 7/22/93 LOTS 20 - 22