HomeMy WebLinkAboutLot 21-24 - Precise Grading LEGEND PROJECT SITE
TOP OF SLOPE T.S.
TOP OF CURB 0000.00
RAC 1 [11 P 131 2
T.C.
FLOW LINE F.L. +� ZB �1
HIGH POINT H.P. ti?Tx in Q
PRECISE GRADING PLAN F_
Uff ETT
FINISHED GRADE F.G. A M N A AN C N N N C D MIN D w
FINISHED SURFACE F.S.
GARAGE FLOOR GF 0000.0 2 IDE SITF
i m VG 11111111
PAD ELEVATION PE 0000.0 PLANA M
FINISHED FLOOR FF 0000.0
WATER SERVICE W ice ¢
SEWER SERVICE S 10
d
AIR RELEASE VALVE TYPICAL SIDE YARD D AINAGE -
FIRE HYDRANT x DISTANCE FROM FRONT PROPERTY CORNER TO GARAGE t ER '� �P R&
CORNER MEASURED PERPENDICULAR TO THE PR ERTY LINE. ! N w • 11
DRIVEWAY N
STREET LIGHTP/L wy' A
12 MIN. 8 MIN. BLDG. PAD «► • {9 w w
SLOPE III ABOVE PAD /
5' MIN, 3' MIN. ELEV. • w w « w oo� ID SNI Eia
• " G
EXTRA DEPTH FOOTING COMPACTED BERM >j 6' IN. , + • « w • " w '(� _ w " w w VICINITY MAP
INDICATES AMOUNT OF X • * «
EXTRA DEPTH FOOTING O ': w `,� • w • • • • NO TO SCALE
ACCESS RAMP 2i1 MAX. 12' MIN2% MIN,. • w GRADING NOTES
� � w �a w •
LOT NUMBER ❑X 2% MIN. SECTION A - A 21% MAX, w w C w • w w
w 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES MODEL
FOR SIDE YARD SLOPES GREATER w = w w w* /G a AS AMENDED BY ORDINANCE 457.
THAN 5' IN VERTICAL HEIGHT st w w : w 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
si
w w DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE 4B w w w L> sr �.
12' MIN. ABOVE PAD ELEV. CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
w w w w
INDICATES ELEVATION w
w w w w 3. MAXIMUM CUT OR FILL SLOPES = 211.
C�i v • w 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER BLOW-OFF ROUND OFF TDP " FILL SLOPES OVER 5' HIGH.
' THIS LOT REQUIRES A BACKWATER VALVE P/Lw �
PER SECT. 409 OF U.P.C. PER APPROVED
5' 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPTENT
+' WATER AND SEWER PLANS. (SEE INDEX MAP) w w SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
t� w 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 ULA
SECTION - B '+ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
�« w, ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATERP` S� • �p GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES,
THAN 5' IN VERTICAL HEIGHT rrr
SITEN w ,r 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. G STORM FLOVS, AL6NG
TOP OF CUT SLOPES,
is
w "' ,,. �~ 8. FINAL COMPACTION REPORT VILL BE REDUIRED FOR ALL FILLS GREATER IAN
6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. +� w w v ONE FOOT.
3' MIN, 1' 1' 3' MIN.
~ ~ 1
MUDSILL MIN. MIN. MUDSILL
9. ALL GRADING SHALL BE DOME IN CONFORMANCE WITH RECOMMENDATIONS OF
w< THE PRELIMINARY SOILS INVESTIGATION BY•
CONVERSE CONSULTANTS DATED DECEMBER 23. 1988
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
•� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- t
INDEX MAP ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT,
2% MIN, 211 MAX. 6' TYP. 2% MIN. 40.00' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINE ' ING
217. MAX. MiN• 21% MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
S E C T I❑N C - C SCALEi 1' = 200' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
39.00' EACH LOT.
40.00' - LOTS INCLUDED
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND ILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. _ EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' r- THE APPROVAL OF FINAL INSPECTION,
1 MUDSILL MIN. 6' MIN. o o' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED Mi[li.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
e LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
24 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. �'"^^'N - CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
217. MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D - D NO. ITEM QUANTITY UNIT
TYPICAL OVERALL. FOOTPRINT DIMENSIONS 1 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA- ICE LOT GRADING <3 LOTS x 15 C.Y./LOT) 45 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
2
3444 SF 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
SCA
0.25 ^.C_ OVER COMFP\CTET7 1JATIVE MATEFIUAL TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SCA E� 1' = 20' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
L� P/�I�T 3" soL IT7 WHITE P�P� INC' SP�aE E_1hlEs 1015L F. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
r
Under ound Service Alert BENCH MARK U.P.C. CHAPTER 10.R.
Robert �ei>'r, �iUia>'re Prnst do Assxsates L11NTT ff IQVE]tSIE 11L 14 T-21-11
5 INSTALL 3'N/6N SPC/T ?.4/L FENCE�DETAILS PLR LA,VDSCAPE PLAN5) 193 L.F• 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD POTOR
o T❑ COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
�I�IOWIL E]�GINEFRS, PLAMERS ! S!>NEYORS 2 V? mm Im M QTE�p� lD n o Tw 1NIomm IFmft ST (o CONST Z"X!o" �PEDN�DDD HEADER Z50 L.F
iW YU
11110, SIE.-W 10e1E1EL11A IMI
CALL TOLL FREE (909) 676-8042 , FAAX (909) 676-7240 m&WE CA_MIA IL 01=0 cumCOAST. lo" A_C. D/KE PER STD. DW6. Z//
Spill31 L.F• 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
7
1-800-422-4133 TO X MIERSECfd11 OF M= IidM 0 MRfWA ItOAgpl 1{E KV, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
am IF TIE NIETISICITflE 1'E IF r Owwm ETT , 2' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AMA Z CAI-F. 69 VANM 11'K PP. ON) W K IF BE OUX TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF iEMM GLF[111A 1K VIllESS FM SET Y V.OF 101AIIIT.
TWO WORKING DAYS BEFORE YOU DIG AU Mh' M141e LD95 - 099 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D OWNER/DEVELOPER SCALE pF E S S 1 p DES I GPED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A Drawing No
�� �'�/ JL ADSL S. CASAO ,A RECOMMENDED BY: DATE: p�.95 DEPARTIrENT OF Pll1�IC RORICS
' HORIZONTAL ��•` A- tj �
Contractor ti `vim l�f c� Plans rep ed Under The Supervision Of
RICK-MOND AMERICAN / ACCEPTED BY: DATE: TRACT NO . 24131 -2
17310 REDH I LL AVE. , AS SHOWN W No.43090
Inspector ITE 320 me Date: S PRINCIPAL E NGI FOR CITY E NCINEfR is
IRVINE, CA 92714 4 �! M I CHA A. LMAN STEVEN W. CR65F-:*S
VERTICAL 'f. C j r j% PRECISE GRADING PLAN
Dote Camp I eted N/A 41 ff Eos oso 3-31-96 p MODEL SITE LOTS 21 - 24
pF Ct,�\ R_C.E. No. Expires R.C.E. No. 4T80 ---Expires 12-31-95 SHEET 1 OF 2
PLOT. 08-10-95 JN: 400863 DRAWING: 11TLESHT
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SCALE 1" - 20'
VIA gRNED
CONSTRUCTIOM MOTES
'L CONSTRU&T 0.-ZV A-G- OVEF- GOMPitC-,TF-P 1, ATIVE tAATERIAL
?j GD�Is'T><zUCT HAWr_-Ac.4P p,,Q Ft NfT S-(M E!!PeL_
4 (�AIti1T 3 M SoLlt7
WH11-U PARKIN& SP^GE LInJES
5 / 5ma- SPL r RA/L FEI(CE(DETA/L S PER LANDSCAPE PLANS,)
& CONSr z" x 6 " REDWOOD HE.40ER
7 CONST+ lo"' A.C. O/kE PEq STO DM/G. 2//
Underground Service Alert
Robert Beim FiUiam Frost k Associates
PRWMIONAL ENCTNE RS, PLANNERS t 9J?YEYOtS
VM VC FW, SIE. 100e70M CA. IMI
CALL Tal FREE (909) 676-0042 , FAX (9M) 676-7240
1-800-422-4133
TWO WOWING DAYS BEFORE You DIG LD95 — 099 GR
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH DARK SCALE F E S S/pDES I GNm 8Y DRAtMI+I 8Y CHECKED BY RECOMMENDED
JL ADEL S. CASAO JL BY: DATE: A-G-9 CITY 0 F T E M E C U L A �P�TT P�I C WORKS
Drawing
w I�9
``V ��l A. Tr c^
Contractor HORIZONTAL .`� `�`Z` �i� PI ans Pre red Under The Supery i a i on Of
Inspector SEE SHEET No. 1
1" -20' d a No.43090 : eA ` ACCEPTED BY: DATE: a� TRACT NO . 24131 -2
P Epp- 3/31-9e Date: >'3 PRINCIPAL EJdG I FOR CITY ENGINEER
4 �� M I CHA A. YLMAN ST EV&4 W CRSS-jWELL
Date Completed VERTICAL sl C j r j% • PRECISE GRADING PLAN
N/A 'rF OF CA����� R.C.E. No. 090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 MODEL SITE LOTS 21 — 24
t SHEET 2 OF 2
PLOT: 08-10-95 JN: 400863 DRAW I NG: SHEE 12