HomeMy WebLinkAboutLot 51-65 Precise Grading �. . ,
LEGEND
PROJECT SITE
TOP OF CURB 0000.00 B
T.C. TRACT
N11 ,
22916 3
FLOW LINE F.L. � B
HIGH POINT H.P.
B n►. a nr.
FINISHED GRADE F.G.
PRECISE GRADING PLAN
A 5' A C 5' 5' C am D D
FINISHED SURFACE F.S. MIN Iym MIN MIN � MIN gra
V,
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 i 2 Vu w
X PAM
FINISHED FLOOR FF 0000.0
PROSECT 311TE
WATER SERVICEW o g b � ..� � mv
SEWER SERVICE S N a -
AIR RELEASE VALVE
FIRE HYDRANT ` y TYPICAL SIDE YARD DRAINAGE
DRIVEWAY SIE DISTANCE FROM FRONT PROPERTY CORNER TD THE GARAGE
RD.
CORNER MEASURED PERPENDICULAR TO THE ROPERTY LINE. 1003
STREET LIGHT 0 �
SLOPE I 12' MIN. P/L 8' MIN. BLDG. PAD WT. 79
I }'
ABOVE PAD 5' MIN, 3' MIN. ELEV. 60 59 To SNI A�
EXTRA DEPTH FOOTING 6 57 58 61
INDICATES AMOUNT OF
COMPACTED VICINITY MAP
EXTRA DEPTH FOOTING 'X BERM MIN. 5 54 QAp0
.: 52 NOT TO SCALE +
ACCESS RAMP 2' MIN. 51 66 67 65 6 63 62
�
LOT NUMBER 2d MAX. 2% MIN, G 68 GRADING NOTES
2% MIN. SECTION A — 21% MAX.
INDICATES MODEL 6
70
AS AMENDED BY ORDINANCE 57.
FOR SIDE YARD SLOPES GREATER 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGH
4
B 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%.
INDICATES ELEVATION DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
12' MIN. ABOVE PAD ELEV. CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
WATER BLOW-OFF C�i
3, MAXIMUM CUT OR FILL SLOPES = 2o1.
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT, 409 OF U.P.C. PER APPROVED — ROUND OFF TOP 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SM INvcX M^P > P/L FILL SLOPES OVER 5' HIGH,
5'
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
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 tF I EMECULA
SECTION B — B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPES,
6' MIN. 5 P/L MIN. 5 MIN. 6' MIN. f A 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN, 1' NE 1' 3' MIN. ONE FOOT.
MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DOIN CONFORMANCE WITH R£LOMMENDATIONS OF
_d THE PRELIMINARY S❑ILS INVESTIGATION BY,
V:41 f
._ Pr►c�Ft G 5a��S CK►T�D IEGA'lM1�1� !��
• TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12' MIN. 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 2i1 MAX. 6' TYP. 2% MIN. INDEX MAP ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. �.�• 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) AT LEAT 24
SECTION C - C SCALES 1' = 200' REQUESTING FINISH LOT GRADE A D9 DRAINAGE INSP CTION.HOURS ISIN INSPEC ADVANCE
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
® LOTS INCLUDED 11. CUT SLOPES EQUAL TO OR GREATER\THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L SLOPES PLANTED EQUAL WITH TGRASSGGREATER
GROUNDTHAN
COVER TO RPROTECT� SHALL
THE SLOPE FROM
3' MIN. 1' :3er e R® g e EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
MUDSILL
8 " THE APPROVAL OF FINAL INSPECTION.
S A MIN. 6' MIN. e
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 211 MAX. Ll 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN, CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX, TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
SECTION D D TYPICAL. OVERALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
1 LOT GRADING (15 LOTS x 15 C.Y./LOT) 225 C.Y. 15. EROSION CONTROLe ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SCALEi 1' = 30' 2 PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
3 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 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK U.P.C. CHAPTER 10.R.
Robert Be2n, William Frost & Associates aW IF ffVMK IA & T-29••81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSI❑NAL ENGINEERS, PLANNERS & SURVEYORS
I V? wm im N alE CrL811>ER UDTUp 110 TIE FT RSECTI01 OF FM n, TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
27555 YNEZ ROAD,SUITE 400,TEMECULA, CALIFORNIA 92 91 AMD WM CALFM 04 18 MALES ME IN tWX CAL1fM RAI 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1-800-422-4133 (909) 676-8042 TU TIE WIERSEM IF LWE GLFM DJ ANO MMITA BOO TIE KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CM IF TIE W1=31' E. IF A TDR" FIX 21' x 16' RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON
AROIJtID 871 CALF. GAS VALVES, 11'K IF PP. OW) W K IF TIE OJITERLK REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RAML7fl GLFQ81fA FtaL F3ERQ11SS V[RESS P11Si SET 1' V.IF MRA>lEKT.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG All DATE, 9-13-8? M'UM410
L09 - OG7.GR
CONSTRUCTION RECORD DATE BY REVISIONS P9TE ACC'D SCALE Lauf ESS1p.4, Designed B Drawn B Checked B CITY ❑� T E M E C U L A DEPARTMENT Drawls No.
�!/ RECOMMENDED B DATE, 6-de-7f TMENT ❑F PUBLIC WORKS
Contractor OWNER/DEVELOPER Horizontal
JOHN LeSAGE ANDEL CASAO JOHN LeSAGE
,�� V`Z` �j or. P ns r pored Under The Supervision Of
Inspector COSTAIN HOMES AS SHOWN No-43M � Date ACCEPTED Byl
PRIM I L ENGINE F CITY ENGINEERE' � TRACT NO. 22916-3
620 NEWPORT CTR. DR STE. 400 �. 3/31-e „}
NEWPORT BEACH, CA 2660 vertical L C/1lL MI EL MAN �o
PRECISE GRADING PLANS
Date Co
repleted (714) 760-1455 N/A � % OF C A`�E�Q R.C.E. Na 3090 Expires 3-31-96 R.C.E. No. 4'Z9g'S Exptres "�- '�'�- 9C.
LOTS 51 - 65
Sheet f 3
DRAWING i TITLESHT J.N. 400639
1
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LOT 49
LOT 48 LOT 47 PE 1283.2
PE 1281 .9 PE 1282.5
PE 1281 .3 LOT 46
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LOT 50 78.93' 10 51 ' LOT 45
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Under
-Under round Service Alert
_ OBERT BEIN, WILLIAM FROST 8 ASSOCIATES
o PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS
H 27555 YNEZ ROAD, SUITE 400, TEMECULA, CA 92591
CALL TOLL FREE j (909) 676-80420FAX 676-7240
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
LD 95- 067 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE OFESSfp DESIGNED BY DRAWN BY CHECKED BY Drawing No.
e� "'�l JOHN LeSAGE ADEL S. CASAO JPL RECOMMENDED DATE: 6-az-,75- CITY 0 F- TEMECULA 9
o DEPARTMENT OF PUBLIC WORKS
Contractor , I� a Pr ared Under The Supervision Of
HORIZONTAL 4,�� ���'� A ,7l �y
ACCEPTED BY: DATE: TRACT N0 . 22916-3
1" = 20' No.43090 r PRINCIPAL ENGI OR CITY ENGINEER
Inspector C-EE SHEET O. Date:
VERTICAL s Exp.
3/31 � MIC AE L . TYLMAN raor� SPA�N� o PRECISE GRADING PLAN
Date Comp I eted fel 1 Y I� ���!
N/A f OF C��1E� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. �f2993 Expires 'S� 31- 9` LOTS 51 - 56
SHEET 2 OF 3
PLOT: 06-06-95 JN: 400639 DRAW I NG: SHTN02
LOT 39 PE 1287.4 LOT 38 V pP10 .
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ROBERT REIN, WILLIAM FROST 8 ASSOCIATES l .t o \ G
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS 00 69 69.) ^D (, 71 30
CALL TOLL FIU H 27555 YNEZ ROAD, SUITE 400, TEMECULA, CA 92591 Sg -r- �6 ¢ 60.39' �6
1-800-422-4133 (909) 676-8042•FAX 676-7240 L 6T (off s8 v0 $ 56.90
PE 1268. 1 f 14.73LOT 69
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12L9.�
Two WORKING DAYS BEFORE YOU DIG L D 9 5 - OG7 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALEpFESS1p DESIGNED BY DRAWN BY CHECKED BY DrawingNo.
p ` A
Q� �/ RECOMMENDED BY: DATE G-R&-x CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
! �
Contractor HORIZONTAL .4+ `�`t`� r�l�� �f� P JOHN LeSAGE ADEL S. CASAO JPL ans P ep Under The Supery i s ion Of
a : ,
Ina actor SEE EET NO- u Date: Z ACCEPTED BY: DATE: Z
1 20 � No-43090 : PRINCIPAL ENGI CITY ENGINEER TRACT N0 . 22916-3
p ( EYP. 3/31-�
VERTICAL Ig f \` MI HAEL TYLMAN r10" SPA N O PRECISE GRADING PLAN
Date Completed N/A 'lF OF CA`,Eo�� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 4�993 Expires -IL' I- 9(• LOTS 57 - 65 SHEET .3 OF 3
PLOT: 06-6-95 JN: 400639 DRAWING: SHTNO3