HomeMy WebLinkAboutLot 64-72 - PreciseGrading LEGEND
PROJECT SITE
TOP OF CURB 0000.00 B
T.C.
FLOW LINE F.L. TRACT NO , 24131 - 1
aK� B aK
1 1
HIGH POINT H.P. R!� �
IT TIP. jffm.
FINISHED GRADE F.G.
CM t�
PRECISE GRADING PLAN
A S A C s YM s C D D
FINISHED SURFACE F.S. MIN MIN MIN INS
on
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 � z
z z z VIA 1fIMA
PAM
FINISHED FLOOR FF 0000,0
WATER SERVICE bz o g' o z
SEWER SERVICE S 1p; 'wur, z N ° tiz
'r
OA
AIR RELEASE VALVE
i
FIRE HYDRANT xy TYPICAL SIDE YARD RAINAGE
VAKANDE �. pr RM
RM
DRIVEWAYD I STANCE FROM FRONT PROPERTY CORNER T1OPERTY
THE GARAGE �� o '�j� RD.
CORNER MEASURED PERPENDICULAR TO THE LINE. 17 1 a •'
76 03
STREET LIGHT O— W
J
SLOPE III 12' MIN. P/L 8' MIN. BLDG. PAD �• w r n >' a W a HVI. 79
ABOVEPAD-"-,,,,, 5' MIN, 3' MIN. ELEV. � VIA--CORDAR " }-
n i < VICINITY MAP
COMPACTED
INDICATES AMOUNT OF BERM
EXTRA DEPTH F❑❑TING O 6 MIN. 72 w e in
i NOT TO SCALE
ACCESS RAMP 1337
1 MIN, 1= w -
LOT NUMBER 2i1 MAX, 2% MIN. / �• w _ w
2% MIN. SECTION A — A 21% MAX, 11w w , _ .
GRADING NOTES
INDICATES MODEL w a
FOR SIDE YARD SLOPES GREATER • ,• " .• 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT • ~ •� AS AMENDED BY ORDINANCE 457.
B a " .�
_ 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATION 12' MIN, ABOVE PAD ELEV, a w . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
4 . CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
WATER BLOW-OFF l �I • , ., 3. MAXIMUM CUT OR FILL SLOPES 2d.THIS LOT REQUIRES A BACKWATER VALVE Npr
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
P/L ! a FILL SLOPES OVER 5' HIGH,
WATER AND SEWER PLANS. ( s1=E IIJbEX MAP ) 5' , w w ••
PROJECT SITE 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,
SECTION B — LL SUBMIT TO THE CITY OF TEMECULA
B 6 ENGINEERING DEPARTMENT REGISTERED CIVIL NWRITTENEER ACERTI ICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATER INDEX MAP SCALE : 1" = 200' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT SCALES 1' = 200' 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. S MIN.
P/L 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN. 1' 1' 5 MIN. 6' MIN, LOTS INCLUDED a a 3' MIN. 49.50' 1 1 49.33' 50.00' ONE F❑OT,
MUDSILL MIN, MIN, MUDSILL
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY S❑ILS INVESTIGATION BY,
CONVERSE CONSULTANTS
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. 211 MAX, 6' TYP. 2% MIN,
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 217. MAX, 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C — C o 0000 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
o REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
� c o 00 TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
l in Ul) 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L q 403 402 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3' MIN. 1' A EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T
MUDSILLMIN. 6• MIN,
THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
�a
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, 24 MAX, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
CONSTRUCTION NOTES dC QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN, 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 (9 LOTS x 15 C.Y./LOT) 135 C.Y, 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SCALE, 1' = 20' 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 Rein, William Frost & Associates = ff �uEME 1A M T-29-Bt
0 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEY RS 11R' IRAA Im DI COME mm LO o FTm Tw wgam IF FM ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 2590 Atm NN WOW 111918 90 KE, IN RWX GLIA �
1-800-422-4133 (909) 676-8042 1D TIE NiERSECT101 IFRA1E GILFORMA TOAD NOIwlGARITA DIIA>tQl TIE Ky. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS ODES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CM OF DE NTETWTO 1' L IF A r DMA FT]M 21'x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
ATOM 2 CALF. WS VALVES, 9 K IF PP,00)W K IF THE CORET K REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RMS CALffIID11A IOAL FTDlQASS V[TIESS POST SET 1' W.IF 0l9Nf.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG ALL
>MTE' ¢" M. 1128.410 L1>95 - 054GR
C❑NSTRUCTI❑N RECORD DATE BY REVISIONS DATE ACC'D SCALE %tvESS1p Designed B Drawn B Checked B
Q �� RECOMMENDEDS;Z DATE, 57-9-36' CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS DrawingNo,
R.BF i Fi'Ews» FoQrMic.iT L.afs col A
�7 - '� o � JOHN LeSAGE A L CASA❑ JOHN LeSAGE
Contractor R-5F Rev►sco t+ouse etAn v. �s (,� 71 OWNER/DEVELOPER Horizontat �� �� A. r��` �� Plans Pr ore Under The Supervision Of _
MESA HOMES h ` r L g ACCEPTED BY, /E DATES S /� s TRACT N O 2 4131-1
� s s
AS SHOWN No.43090
Inspector at s Dnte Le PRINCIPAL GINEER, FOR CI ENGINEER
27555 YNEZ ROAD, SUI E 200 EYp. 3/31-9a RAYMOND A. CASEY
Dote Completed TEMECULA, CA 92591 Vertical `rt CI Yl�- �� MI HAEL A. TY A
PRECISE GRADING PLANS
(909) 676-7290 N/A 41 OF C A�� R.C.E. No, 430 Expires 3-31-96 R.C.E. No. 41880 Expp-es 3-31-96
LOTS 64 - 72 chert 1 of 2
DRAWING 1 TITLESHT J.N. 400664
105.85' ^y
CO cc 15 98 OPEN SPACE
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0 11 G 6
Fi.
OPEN SPACE ,��. $ 5 �1r 87.5 �,\�
3 o 87. F. �. 73.25
g
87-1
PE 1187.5
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FG. b`'� 73.27'
FF 1188.2
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G. 85.7 •G. 84.2
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PE 1173.0 A C ^ a ci � .
LOT 51 _ ap 42 8 G-0 402 5. 7 a
^ �` 69 N o\ PE 1182.8
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LOT 53 0�0 ! F.G. 22' -
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LOT 63
yA PE 1187,1
FF 1187,9 PE 1185.7
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LOT 54
74. 1.q'
b��• � I PE 1178.5
PE 1180.3
106.90- N LOT 62
LOT 57
PE 1181 .0
LOT 58 PE 1181 .4
LOT 59
PE 1181 .2
LOT 60
Z
Underground Service Alert
Robert Beira, FiUiam Frost do Assoetates SCALE : 1' = 20'
c PRTESSTOK E1GINSM, PLMMM It SllttHEM
2M SUaf K ORN, SIE. 1Me?EIM 1k. IZW321
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG L095 - 0154-&F-
CONSTRUCTION
S4-UR-
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE Q�0 F E S S/p4, DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A Drawing No.
RbF I REV I�4+o� f�PRiNT L.075 &I 0 �p ` A JOHN Le SAGE ADEL CASAO JOHN LeSAGE RECOMMENDED DATE: S ��7� DEPARTMENT OF PUBLIC WORKS
_ �i�� T`is s Plan Pre re der The Supervision 0
Contractor RdF R��s� +•eoSE E�.eV. ►,8115 46 ' 7 i HORIZONTAL � � � '�
1" 20' W No.43090 T ACCEPTED BY: DATE: / t
Inspector d Exp 3/31-" � Date; Jff� PRINCIPAL ENGINEER, FOR ITY ENGINEER TRACT NO . 24131 -1
'� MICHAEL A. MAN RAYMOND A. CASEY PRECISE GRADING PLANS
� ��'
Date Completed VERTICAL J}NSA �jF OF CC IV\f,�� R.C.E. No. 43COL
Expires 4-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 64 - 72 SHEET
2 OF 2
PLOT: 04-26-95 JN: 400664 DRAWING: SHEET2