HomeMy WebLinkAboutLot 1-5 Precise Grading A
LEGEND TRINGRANC3
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LOT NUMBER O AA, g CoA°
.5
GARAGE FLOOR GF=1160.00 TRACT NO . 23 ♦ �'�
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FINISHED FLOOR FF-1160.50R E C I S E GRADING P I A N ��� ���s� R°°°
PAD ELEVATION PE=1160.00
PROJECT
INDICATES REVERSE MODEL SyRGAlk\gP �P`�� ► v�A, t
UNIT TYPE
1R '', p°� a ppcN°
LOTS 1 3 po � ; � o�
vo 0 o Q`
INDICATES ELEVATION B at OLA
LOT LINE HIGH POINT �+ ;. -T9
CURB 8 GUTTER LOT LINE 10' OR 11' - N�GNVr p�
SLOPES x B e
12 6' SET BACK 16' 48'(MIN.) I
SWALE — (TYP.)
VICINITY MAP
15'TYP. 15'TYP.
SPOT ELEVATION 1160.00 1Exc T (EXCEPT MAILBOXI
TC FAWHERE WHERE 71 NOTED) NOTED) D D se NO SCALE
HIGH POINT H.P. C C 37 3e 35 3• 33
39
DRIVEWAY v
•0 32
K - fie- z K Z l� •1 27 2 29 30 31
FIRE HYDRANT �"`► -� 1 f�pC� �� l_Z 'GE OQ� —�� N nc •z M DoT »
p �J
STREET LIGHT u ? �L •3 1° 17
W MIN. MIN. MIN. MIN. W � � GRADING NOTES
WATER SERVICE W Z ? •s 2•
J J
'b �j • . , ! 23 u 21 15
SEWER SERVICE S o �� N o •• 47 14 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
P.C.C. SIDEWALK t3 AS AMENDED BY ORDINANCE 457.
HANDICAP RAMPS y 6b� 10 11
D F. CURB L °s a - ' S0 z OT ze 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%.
DEEPENED FOOTING CURB GUTTER ekee, 6 s, ar 6 3. MAXIMUM CUT OR FILL SLOPES = 2 : 1.
52 s
THESE LOTS REQUIRE BACKWATER ' 4 LOT °0 Lot M 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
VALVES PER SECT. 409 OF U.P.C. PER �' 73 76 2 FILL SLOPES OVER 5' HIGH.
APPROVED WATER a SEWER PLANS TYPICAL SIDE YARD DRAINAGE FAIL BOX LOCATION DETAIL r �'-
1 4,7,25,26,27,37,38,39,41 THRU 46, ' - - - - . 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
49,50,51 THRU 57, 69 THRU 73 1 NO SCALE (CLUSTER OF 4 ON 1 POST) N.T.S. 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 OF TEMECULA -
P/L ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
12" MIN. ABOVE PAD ELEV. INDEX M A P GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
5' MIN, BLDG. PAD ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
VARIES 3' MIN. ELEV. P/L 5 SCALE: 1" 200' GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
2'M IN. 7. PROVIDE BROW DITCH TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF
6.. MIN. CUT SLOPES.
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
.. 2' 3'
ONE FOOT.
2 I MAX. 12" MIN 3 ; 50.00' 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
y° MIN. PAD ELEV. THE PRELIMINARY SOILS INVESTIGATION BY:
21% MAX. �— - 50.00,
SOUTHERN CALIFORNIA SOIL AND TESTING INC. , DATED JUNE 22. 1994.
FF XXXX.XX 50' 50,00 TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
SEC TI 0 N A - A SECTION B — B PE XXXX.XX171 1 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
Ti MENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR-
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER _FF XXXX.XX FF XXXXX
FF XXXX.XX MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT PE XXXX.XXPE XXXX.XX PE XXXX.XX 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
N.T.S. N.T.S. 1 DEPARTMENT, TELEPHONE ( 909) 6946411 AT LEAST 24 HOURS IN ADVANCE
g XXX XXX ^^X 4 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
� 3 � XXX XXX
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
t` XXX -■ EACH LOT.
XXX a) XXX r
5' MIN. P/L 5' MIN. BLDG. PAD 5' MIN. P/L CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
6" MIN. 3' MIN- I' MIN. I' MIN. 3' MIN. 6" MIN. ELEV. 3 MIN. I' MIN. SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO-
h SION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE
MUDSILL MUDSILL MUDSILL 6•, MIN. GF XXXX.XX GF XXXX.XX 4o APPROVAL OF FINAL INSPECTION.
GF XXXX.XX + tj O GF XXXX.XX
511
�O• ,Z
I"?VC ,4z .4 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
V
p�' c � C-Pow E Tb• 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
<c (C v <v O "JE % 7• "
12" MIN. 12" MIN. 12" MIN. �� �i� 4V �''' , '�' 1 i ut•'A , LAT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
2 1 MAX. 6.. TYP. 2�/° MIN.N. 2 I MAX. Ole
�V (�,v !�`•' 4iv i , S00LL�
2% MIN. 2y MIN.
21% MAX. 21% MAX. � �v _m aL( 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
LA+4� PAD ELEVATIONS. -WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION ( WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
TYPICAL OVERALL FOOTPRINT DIMENSIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C C SECTION D D F.F. ELEV. = PAD ELEV. •0.5'; G.F. ELEV. - PAD ELEV. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
N.T.S. N.T.S. N.T.S. PLANT AT 12" CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
NO. ITEM QUANTITY UNIT SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
B E N C H MARK TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE
RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON
1 LOT GRADING 15 LOTS x 15 C.Y./LOT) 75 C.Y. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 2 9 1/2" BRASS DISK IN CONCRETE CYLINDER. 2 CONSTRUCT 6" A.C. BERM AS WHEELSTOP 32 L.F-
U. P- C- CHAPTER 10. R.
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
ELEVATION: 1120.588 DATE: 9-13-82 3 CONSTRUCT 4" SOLID WHITE LINE 126 L.F. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
5.0 MILES SOUTHEAST ON HWY- 79 FROM THE INT- 4 CONSTRUCT 4" SOLID BLUE LINE 120 L.F 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
Underground Service Alert SECTION OF MAIN AND FRONT STREETS IN TEMECULA, 5 CONSTRUCT 2" A.C. OVER 4" A.B. 3830 S F. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
burket t 41' NORTH F HWY. 79, 4' WEST OF P.P. 1623426E RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
c ) ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS WITNESS POST I' N. OF MONUMENT. 6 CONSTRUCT HANDICAP PARKING SYMBOL 9 SIGN I EA. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
& w o n
CALL TOLL FREE 7 CONSTRUCT 4" P.C.C. SIDEWALK 112 S.F. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OWNER /DEVELOPER 8 INSTALL 4p" HIGH TRAP FENCE 320 LF.
1-800-422-4133 engineers & surveyors
11111 3434 fourth ave. son diego co. KAUFMAN a BROAD of SAN DIEGO, INC. 9 INSTALL 4" DIA. LANDSCAPE INLET 2 EA.
92103-5704 s 619 299-5550 12626 HIGH BLUFF DRIVE, SUITE 400
SAN DIEGO, CALIFORNIA 92130 10 CONSTRUCT 3" P.V.C. DRAIN 69 L.F.
TWO WORKING DAYS BEFORE YOU DIG TEL. 1619) 259-6000 FAX 161 ) 259-5108
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO
SCALE
L. T.L.W. G.M.R. T.L.W. RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal PLANS PREPARED UNDER THE SUPERVISION OF `
1111111 wall I ACCEPTED BY: IIIIIL -� DATE: /2 [ PRECISE GRADING PLANS:
SEE ABOVE AS SHOWN d►s�m l �j _J
Inspector # 1 _ DATE ly t �r PRINCIPAL ENGINEER, FOR CITY ENGWER TRACT N 23125 - 3
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Date CompletedAS SHOWN a RCE NO. 26433 EXPIRES 3/31/00 R.C.E. No 1474♦ Expires X110%7 LOTS I THRU 5 SHEET 1 OF 2
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CONSTRUCTION RECORD DATE BY REVISIONS ACCD f DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALE L �� rf T.L.W. G.M.R. T.L.W. RECOMMENDED BY: DATE: CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS
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Contractor Horizontal PLAN PREPARED UNDER THE SUPERVISION OF
V "D'3" - ACCEPTED BY: DATE: PRECISE GRADING PLANS
AS SHOWN W.341-M
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Inspector 4 DATE ( Zf PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT N O. 2312%5=3
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Date Completed E OF CII RCE No. 26433 EXPIRES 3/31/00 o LOTS I THRU 5
AS SHOWN 4�3 ��'7
R.C.E. No. Expires
SHEET 2 OF Z