HomeMy WebLinkAboutLot 1-5 Precise Grading LEGEND , - . -
LOT NUMBER 0 ST R ING RANCa
GARAGE FLOOR GF=1160-00 TRACT NOe 23125
FINISHED' FLOOR FF=1160.50
PRECI
PAD ELEVATION PE=1160.00 E GRADING
PLAN
INDICATES REVERSE MODEL
r`;' ► '`gig
U'NT TYPE 1R
MCATES ELEVATION LOTS 1 5 0
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B
y LOT'LINE" Q
s
M11d1'I 01117 + 's, b 19
CURB 6 GUTTER tot tlirE Z/7
x� x1= •
SLOPES B 1 t2 -
SWALE - -� � � � •
! SPOT ELEVATION H6O•00 IS'TYP. 11 TYP.
TC I x T I C
HEI
VICINITY MAP
EPT
HIGH POINT M.P.
A A 0 EDI C C OTED) qD ] D ORAE WHERE HERE • NO SCALE
DRIVEWAY ( 16' WIDE ) • / A 40
FIRE HYDRANT l� x� �� K \ x�� ( •
AIR RELEASE VALVE L MIN. MIN. MIN. MIN. ~ to
STREET LIGHT - hr
_ -" r .• a - GRADING NOTES
WATER SERVICE M' o 2 a' ~
00. o • 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70.
x p x •
SEWER SERVICE �� AS AMENDED BY ORDINANCE 457.
S � � � Q
HANDICAP RAMPS
�• U 2. IrlINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X.
CURB PAO
Ulf� ►
DEEPENED FOOTING D.F.
° i � � 3. MAXIMUM CUT OR FILL SLOPES 2 I.
TOP OF BERM TOP OF
T.O.B. N►ALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
I T'K' 1
THIS `OT REOUIREs A BACKWATER TYPICAL SIDE YARDDRAINAGE . �l�}i1. FILL SLOPES OVER 5' HIGH.
VALVE PER SECT. 409 OF U.P.C. PER RETAHVM WALL BY H 5. ALL GRADING SHALL BE DONE UNDER
THE SUPERVISION Of A COMPETENT
APPROVED WATER 8 SEWER PLANS
(SEE INDEX MAP) NO SCALE SEPARATE BUILDING SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
1 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
PERMIT REQUIRED ` V OVER 1' DEEP.
P/L D s �� 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA
FS. �ACLr O f ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
S' Mm. BLDG. PAD 12" Mfro. ABOVE RAD V. ®p,Z e� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
- •s ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
VARIES 3' MIN. ELEV. P/L / GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
f o . P�'�' 7. PROVIDE BROW DITCH TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF
2'M IN.
S'
- � 6" Miro. r fAMlWtnol CUT SLOPES.
46
13. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
l ONEFOOT.
TYPICAL SECTION roN
2 ! MAX. 12'. MM. 3 INDEX MAP. �� ��L �� �aD� l 9. ALL GRADING SHALL BE DOME INCONFORMANCE WITH RECOMMENDAT I ONS OF
2% MAX. PAD ELEV. BLOCK RETAININN.T.S.WALL BETWEEN LOTS SCALE: I"
� T. MIN.
200' C4.USTE/e OF 4 GY1/ POS THE PRELIMINARY SOILS INVESTIGATION BY;
/�, T, S• SOUTHERN CALIFORNIA SOIL AND TESTING INC. . DATED JUNE 22, 1994.
TWO SETS OF FINAL COMPACTION REPORT SHALL W SUBMITTED TO THE
SECTION A A SECTION B ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
FOR AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR-
THA SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER OP71ONAL MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
� THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL NEIGH
DECK AND
X00 12.00' FIREPLACE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
N.T.S. N.T.S.
5000' DEPARTMENT, TELEPHONE ( 909) 6946411 AT LEAST 24 HOURS IN ADVANCE
M.T.S. SL1�D' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC-
50.00' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
P/L P/L 8.00'
EACH LOT.
6" MIN 3' Mrro. a MIN. 6" MIN BLDG, D 5' Mlro. �' aI
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
3' MIN. 1' MIN. I' MIN. 3' MIN. 3' MIN. I' M x , x ° SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE
16 T__F_
FF xxxx.xx , FF xxxx.xx N PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO-
FF XXXX.XXMUDSILL MUDSILL MVOSiLL PE xxxx.xx PE xxxx.xx E xxxx.xxF S I ON AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE
• 6" Xxxx.xx APPROVAL OF FINAL INSPECTION.
GF XXXX.XX E XXXx.xx
..
TOP OF BERM GF xxxx.xx xxxx.xxl xxxx.xx 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
12" MIN. 12" MIN- t2" MIN. J, F Al "o 4 ► 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
MIN. 2 ! MAX. 6' TYP. 2% MttV: MIN.
IN 2 1 MAX.
E v LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3' FEET.
- I% MIN.
21% MAX. 21% MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
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
SECTION C - C SECTION D D TYPICAL OVERALL FOOTPRINT DIMENSIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
.
15. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
N.T.S. N.T.S. F.F. ELEV. PAD ELEV. •0.5'; G.F. ELEV. - PAD ELEV.( EXCEPT FOR LOTS 4 AND 5 PLANT AT 12" CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
N.T.S. 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
BENCH MARK T I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
RIVERSIDE COUNTY DESIGNATION: T-4-8 STAMPED On
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
2 8 1/2" BRASS DISK IN CONCRETE CYLINDER. NO. ITEMQUANTITY UNIT U. P. C. CHAPTER 10. R.
ELEVATION: 1120.588 DATE: 9-13-82 I LOT GRADING I 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIORS LOTS x 15 C.Y./LOT) 75 C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
S.0 MILES SOUTHEAST ON HWS. T9 FROM THE INT-
. Underground Service Alert SECTION OF MAIN AND FRONT STREETS IN TEMECULA, 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
41' NORTH OF HW Y. 79. 4' WEST OF P.P. 1623426E THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
u rk ett & wonON EDGE OF CULTIVATED FIELD. SET FIBERGLASS RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
g WITNESS POST I' N. OF MONUMENT. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
CALL TOLL FREE 11111111111%octurd i dM
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
�-800-422-4133 w"I fourth an, � OWNER/DEVELOPER
34Uwwp, a*. 921o�-01st
lun phone 1619) 299-5550 tmc (619) 299-9234 KAUFMAN S BROAD OF SAN DIEGO, INC.
12626 HIGH BLUFF DRIVE, SUITE 400
SAN DIEGO, CALIFORNIA 92130
TWO WORKING DAYS BEFORE YOU DIG TEL. (619) 259-6000 FAX (619) 259-5108 LD96-043GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D DESIGNED BY DRAWN BY CHECKED BY
` SCALE � �' L.. T.L.W. G.M.R_ T.L.W. RECOMMENDED BY: DATE: 4-+t4 CITY OF
TEMECULA DEPARTMENT OF PUBLIC WORKS DRAWING N0.
contractor PLANS
�P ww�> • 1
Horizontal �`1 PLANS PREPARED UNDER THE SUPERVISION OF
Irt�pector AS SHOWN ' ��''' .�_ ACCEPTED BY DATE: ,�-1-fL PRECISE GRADING PLANS:
DATE PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT N 0. 23125
Vertical d} TAT L. WAI STEVE W. CRESSWELL
Date CoRrpleteQ AS SHOWN � GF CAL�E�4 RCE N0. 26433 EXPIRES 3/31/00
- R.C.E. No. 47180 E1cplres 12/31/99 LOTS I THRU 5
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