HomeMy WebLinkAboutTract Map 22916 Lot 56-66 Precise Grading LEGEND PROJECT SITE
BTRACT NO , 22916 22916 3
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TOP OF CURB 0000.00
T.C. rim L-*
FLOW LINE F.L, BPRECISE GRADING PLAN
HIGH POINT H.P.
e ��P __7
a m.
D
FINISHED GRADE F.G. A MIN A MIN MIN C D IN D '
FINISHED SURFACE F.S.
GARAGE FLOOR GF 0000.0
= i z VIA w
PAD ELEVATION PE 0000,0
FINISHED FLOOR FF 0000.0 o zz S t
o "'4 X41
WATER SERVICE W '4t y cu ��yyr N z
SEWER SERVICE S
AIR RELEASE VALVE _0_CD_1 TYPICAL SIDE YARD D AINAGE
FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE r ��
CORNER MEASURED PERPENDICULAR TO THE PIZOPERTY LINE.
DRIVEWAY
HYI'. A
STREET LIGHT a— 12' MIN. P/L 8' MIN, BLDG. PAD
IIS
SLOPE ABOVE PAD 5' MIN, 3' MIN. ELEV. TD �
VICINITY MAP
EXTRA DEPTH FOOTING COMPACTED
6' MIN .
INDICATES AMOUNT OF O57 58 59
X
00 s� � NOT TO SCALE
EXTRA DEPTH FOOTING y_ 5
ACCESS RAMP 211 MAX. 12 MI N.
MIN. Iry
` GRADING NOTES
LOT NUMBER X 2% MIN. — 21% MAX. 61 60 13 i
SECTION A A 62 12
❑ .o s� 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES MODEL FOR SIDE YARD SLOPES GREATER 67 63 ' AS AMENDED BY ORDINANCE 457.
THAN 5' IN VERTICAL HEIGHT 66 65 64 s 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
UNIT TYPE �4 wit 01-1IrEt `� DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
B a' da CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATION
12' MIN. ABOVE PAD ELEV. � "' T
PROJECT SITE � a � 3. MAXIMUM CUT OR FILL SLOPES = 24..
�
WATER BLOW-OFF 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
01 ROUND OFF TOP d, � ��' �� FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE P/L L` O t4D
PER SECT. 409 OF U.P.C. PER APPROVED — 5' --1 �( 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS, < SEE INDEX MAP > op SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
V' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER F DEEP.
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B — B GRADING RINGACCORDANCETWITHTTETHEERTIFICATION APPROVED GR DIINIGLETION PLAN OF PRIORGTO
R-10 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATER GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
THAN 5' IN VERTICAL HEIGHT R-5'
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
W= VAR I TOP OF CUT SLOPES,
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. ONE FOOT.
3' MIN. 1' 1' 3' MIN. INDEX MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
MUDSILL MIN. MIN. MUDSILL
TY ICAL OFFSET DRIVEWAY DETAIL THE PRELIMINARY SOILS INVESTIGATION BY,
S C A L E s 1' = 200' PACIFIC SOILS DATED DECEMBER 27, 1988
NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED
•� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN, 12' MIN. — LOTS INCLUDED MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 211 MAX. 6' TYP. 2% MIN. 3'x3' A.C. PAD 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
MAX, 5 x 3 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
21% MAX, MIN. 21% 3'�"x 4' 3'x3' A.C. PAD CONC. STOOP /CONIC. STOOP CONC. STOOP REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
SECTI❑N C - C 3'x3' A.C. ADS
CONC. STOOP � �, TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
50.00' 50.00' EACH LOT.
50.00' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. P/L A• EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN, 1' 1,� PAD THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN, 6- MIN, 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
In
X 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,
CONC. STOOP
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12' MIN. 211 MAX. 4'x3' PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2% MIN. 6" MIN. 4'xSTOOP CONC. STOOP CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D — D NO. ITEM QUANTITY UNIT 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
TYPICAL ❑V E ALL FOOTPRINT DIMENSI❑NS 1 LOT GRADING C13 LOTS x 15 C.Y./LOT> 195 C.Y. PLANT AT 12' ON 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
SCALES 1' = 30' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
UnderSround Service Alert BENCHMARK U.P.C. CHAPTER 10.R.
14bberf Hein, riUiam Frust & Assveiates MWY OF ZVERS)iE IR In T OWNER/ De VELOPEcz 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
PROTMIUK OCINOM, PL4VM ! RVE1rORSTO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
Z 1/2' ItlISS �C 11 OIC C1UM LRA1D Flmi TIE ItiERSECT®1 ff FImfT ST.
n os YU Iliac, S11. 400•TEIM a. =1 AIB WN MW Iii 18 KE M WX fXFQAOA V1
CALL TOLL FREE (909) 676042 , FAX (909) 676-7240 COsTs�Ir.t No�n>cs, INC.. 17. APPROVAL OF THESE PLANS BY THE CITY 0R ITS AGENTS DOES NOT RELIEVE
1-8 LL TOLL-4133 M 1ff NIDI ff IN" Ildll AIS WAWA IIO0 TIE KV, Geo NEWP�I�T ce�vTcR G�.�S+TE. q oo THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
OIaER ff TlE N1IR51:CT>011' E ff AT OMIDEII(FEIN d' x 16' h1E-WPOR7 i�,AcrN c^ . awao RECTION ❑F ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
Alice 2 CI F.GAS VAEVM 9 IF PP. KID W K OF 1W MPEt1E TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF OU CtF=M VITIESS PAST SIT r Y.ff IOIIENf.
TWO WOWING DAYS WORE YOU DIG ALL M 9•" ELEV.19&41 LM5 132 GR
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE CC'D Se N GH NAArs 4 FES 5l p DES I CWD BY DRAWN BY C ECI�D BY �� CITY 0 F TEMECULA DFPARTWQdT of Pl�l I C ffQaCS Drawing No.
SCALE ��� ��/ JL ADEL S. CASAO JL RECOMMENDED BY:f DATE: a-ff- s E E C U L A
Contractor HORIZONTAL h� rlff �= PIo Pr red Under The Supervision Of
ACCEPTED BY: DATE: Af#-
InspectorE A�r� AS SHOWN t � �3� Date: Z PRINCIPAL ENGI , FOR CITY ENGINEER PRECISE GRADING PLAN
- ♦` 'E MICHAEL A TYLMAN
STEVEN W. CRESSWELL TRACT NO . 22916-3 LOTS 12 & 13
Date Comp I eted VERTICAL �f'r Cl 1t 1V Q�+��
N/A F OF C1��11 R.C.E. No. 3090 Expires 3-31-96 R.C.E. Nb. 47180 Expires 12-31-99 TRACT NO . 22916 LOTS 56 — 66
SHEET 1 OF 3
PL01: 12-05-95 JN: 400639 DRAWING: D: \22916\L01 S