HomeMy WebLinkAboutLot 1-15, 92-99 - PreciseGrading LEGEND
HIS INT PROJECT SITE
PAD ELEV. -0.3' IN.
0000, 00 B PALOMA
TOP OF CURB
T. C. DEL,,, SOL
FLOW LINE F. L.
IF�N1A O AD
HIGH POINT H. P. 24131 = 2 �A
15' TYP. 15' TYP. ROAD
FINISHED GRADE F. G. � EXCEPT � NOm
A 5' A (EXCEPT . 5• C D D_-F �o
ERE
FINISHED SURFACE F. S. MIN nomt�JMl MIN IItFTED MI
NOTED) NOTED) N
GARAGE FLOOR GF 0000. 0
PRE %01SE ... RADIN ... PLAN
PAD ELEVATION PE 0000.0 NIZ 'IZ ..Ii N,I �$� VIA RAMI
- - Ln PAUBA W
FINISHED FLOOR FF 0000. 0 "6Cn
74
E
�, SANS 1 AGO P '�; q
WATER SERVICE W
Z Z ` ROAD o
SEWER SERVICE S �0+y+x. o� 0..
rW > 'f
Z
AIR RELEASE VALVE �4� - G (F
FIRE HYDRANT `O'
TYPICAL SIDE YARD D AINAGE 0 Pico ,y
DRIVEWAY �Tp�4 RD.
RO
STREET LIGHT
SLOPE II
I HWY. T9
12" MIN. P/L 8 ' MIN, BLDG. PAD
ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. TO SAN DIEGO
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF
COMPACTED VICINITY MAP
IM IN.
•
EXTRA DEPTH FOOTING BERM 6"
NOT TO SCALE
ACCESS RAMP
12 MIN.
LOT NUMBER 2: 1 MAX. 2% MIN.
2% MIN. 21% MAX. '
7
SECTION A - A GRADING NOTES.
INDICATES MODEL
FOR SIDE YARD SLOPES CREATE - - -
UNIT TYPE 4B THAN 5 ' IN VERTICAL HEIGHT SAjo I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO,
AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION 12" MIN, ABOVE PAD ELEV. 20 86 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %. WAIMACPE.
19 87 1 c_W4LES SHALL BE A MINIMUM OF 0.2' DEEP AND PSE 00+4STRULTED A MIMIMUM OF
t) 'L' FROM TOP Or CAJT OFZ FILL. SLOPES.
THIS LOT REQUIRES A BACKWATER VALVE .1618 88 1 3. MAXIMUM CAJT OR FILL. t-PLOMS - 2� 1-
PER SECT. 409 OF U. P. C. PER APPROVED - ROUND OFF TOP 17 89 1 116 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 16 FILL SLOPES OVER 5' HIGH,
90 111 110 117 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
91 118 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
�4/1,'�s► '`` 09 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
O :: :=•: 0 OVER I ' DEEP.
1060 G�? 12
SECTION B B 12 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
VQ• r r ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
10
2 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER 3 10 2 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT 103 124 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
" 126 TOP OF CUT SLOPES.
5 ' MIN. P/L 5' MIN. 6" MIN. `.-;:_ '::: 10
6 MIN. V 100 12 2 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 MIN. I I 3 MIN. :"; `, :.: / p ONE FOOT.
MUDS I LL MIN. MIN. MUDS I LL "`;:• i1.;:-`., =': '
129 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DECEMBER 23, 1988
4R/0 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. 2: 1 MAX. 6" TYP. 2% MIN.
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21 % MAX. /� 21 % MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
40.00 1 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
39.00 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
40.00 EACH LOT.
® j - INDEX MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
5 ' MIN. P/L 00 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. it PE 0000.1 PE 0000.0 FF 0000.0 SCALE : 1 " = 200 ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
o FF 0000.0 FF 0000.0 0 THE APPROVAL OF F I NAL INSPECTION.
MUDSILL MIN. 6" MIN. -11- •
`n ® 803 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Nto
A eoz A t
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
0000.0 cF 0000. °` °0°°'0 LESS THAN 1 /4m PER FOOT FOR A MINIMUM OF 3 FEET, o�
12" MIN. 0
2: 1 MAX. 1 00.0 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING J
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONST HUL1 I UN NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
21 % MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
SECTION D D NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q
TYPICAL OVERALL FOOTPRINT DIMENSIONS I LOT GRADING ( 23 LOTS X 15 C.Y. /LOT) 345 C.Y, 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER U
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
SCALE: I ' = 30 ' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- 0
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Q
0
Underground SerV l Ce Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER (D
BENCH MARK U. P. C. CHAPTER I O. R.
Robert Bein, William Frost & Associates I1)
COUNTY OF RIVERSIDE B.M. NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
U PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CALL TOLL FREE U
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD L,�
-800-422-4 133 �,.,,� 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE �
(909) 676-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- IZ
CORNER OF THE INTERSECT I ON I ' E. OF A 7' CHAI NL I W FENCE, 21 ' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.4) 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED cv
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV, 1128.410
1.D94- VZOG12-
CONSTRUCTION
1 -CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK ?OESS/ Designed B Drawn B Checked B
1, SCALE " RECOMMENDED BY: DATE: / C I TY 01C
TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No . N
Contractor OMNERMEVELOPE Horizontal Q`( T- <F L1 GL AC/GL
B� ' Plans Prepared Under The Supervision O1
MESA HOMES AS SHOWN � NO. (}}}�jjj ACCEPTED BY: DATE: /xt Z'l11`1 TRACT NO . 24131 - 2 z
Inspector 48393 �, Date /�-/� 4 PRINCIPAL GINEER. FOR TY ENGINEER
27555 YNEZ RD. SUITE 200 * EXP. a-30-9e * GREGORY EBLAN RAYMOND A. CASEY PRECISE GRADING PLANS U
TEMECULA, CA 92591 Vert i ca l `tom �P
Date Completed ��' R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 Q
(909) 676-7290 N/A aK- CAL\F p p L O T S 'I - 1 5 . & 9 2 - 9 9 Sheet 0 f F--
J . N.
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65.47
Underground SerVLce Alert
Robert Bein, Wi l Liam Frost & Associates
LOT 132 OPEN SPACE
U PROFESSIONAL ENGINEERS. PLANNERS & SURVEY RS MON TE L E
CALL TOLL FREE Cj R 0 1
1 -800-422-4133 133 28765 SINGLE OAK DRIVE,SUITE 250.TEMECULA. CALIFORNIA92590 WAY 1
/ 2 2 (909) 676-8042 SCALE: 1 " = 20 '
N
TWO WORKING DAYS BEFORE YOU OIG
LD94-21ZOC�R
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P0L/ Designed B Drawn BY __ Checked B - �/ C Drawing No .
` RECOMMENDED BY: DATE: // C I T I O I T E ME C U L A DEPARTMENT OF PUBLIC WORKS 0�
Contractor Horizontal � T" GL GL/AC
pCFS` Plans Prepared Under The Supervision Of 0
I = 20 U.1 41 t°5 ACCEPTED BY: /� DATE: /��:/�/•f TRACT NO . 24 13 1 - 2 "
• 83 a. Date /� ��4¢ PRINCIPAL ENGINEER, FOR TY ENGINEER N
Inspector SEE SHEET I 48393 r
4 EXP. 6-30-96 1 RAYWND A. CASEY PRECISE GRADING PLAN
Date Completed Vertical Sl CfV1� \P GREGOR LEBLANC Q'
N/A 9� Q- CA-\E R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS S 1 - 15 i & 92 - 99 Sheet Z f 2
0
J . N. 400726