HomeMy WebLinkAboutLot 14-27, 46-50 Precise Grading LLJ
LEGEND
1`1194 POINT (TYP 04LESS PROJECT SITE
4PAD ELEV. -0.3' IN. NOTED OTHER-W K e)
TOP OF CURB 0000.00 B
T. C.
FLOW LINE F. L.
K
XB x!z _ 1F AO
HIGH POINT H. P. - 041V/,� RO
15' TYP. 15' TYP. 22916 = 3 VINTAGE HILLS
FINISHED GRADE F. G. (EXCEPT � � (EXCEPT � ■ ROAD
A sFAWWRE C 5' C WERE D D ~
TRACT NO
FINISHED SURFACE F• S• MNOTED) M I N M I N NOTED) I � 'C,/� v�S�'•
GARAGE FLOOR GF 0000. 0PRECI E GRADING PLAN
PAD ELEVATION PE 0000. 0 {? '{? x{i •i
_ � � � VIA RAMI
_ PAUBA ,I
FINISHED FLOOR FF 0000.0 I M�CABE
WATER SERVICE W - z - z •..
ROAD P yL
t �
N N Z 1-
SEWER SERVICE S p+
Uj
AIR RELEASE VALVE -0-0, t
(FFA
FIRE HYDRANT XY
TYPICAL SIDE YARD RAINAGE �A 0 Pico
DRIVEWAY � RD.
� ,R01►D
STREET LIGHT 0_�
SLOPE III 12" MIN. P 8 ' MIN. LDG. PAD HNY. T9
EXTRA DEPTH FOOTING ABOVE PAD 5 ' MIN. 3 ' MIN.- ELEV. TO SAN DIEGO
INDICATES AMOUNT OF COMPACTED
EXTRA DEPTH FOOTING O BERM 6" MIN. VICINITY MAP
ACCESS RAMP
NOT TO SCALE
Im
12" IN.
LOT NUMBER 2: 1 MAX. 2% MIN.
2% MIN. SECTION A - A 217 MAX'
INDICATES MODEL GR-A-DING NOTESFOR SIDE YARD SLOPES GREATER �
EEI)5�
THAN 5 ' IN VERTICAL HEIGHT
UNIT TYPE Pp P►G� I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
32 33
AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION 12" MIN. ABOVE PAD ELEV. G 34 35 36 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
THIS LOT REQUIRES A BACKWATER VALVE 29
30 31 37 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
28
PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L 5 39 30 FILL SLOPES OVER 5 ' HIGH.
24 25 40
C, 42 41 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
23Zp OR11 44 43 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
22 46 4S OVER I ' DEEP.
2147
4alf
SECTION B 8 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEI�AECULA
- ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
20 C4 49 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER v ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT 19 18 50 NC•2. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
Nt 5 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
SIT TOP OF CUT SLOPES.
6" MIN. S ' MIN. P/L 5' MIN. 6" MIN. t6
MIN NI I 3 ' MIN.N. WIS 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 ' . ' ' ONE FOOT.
MUDSILL MIN. MIN. MUDSILL *14 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
sy QP SCALE : r = 200' THE PRELIMINARY SOILS INVESTIGATION BY:
- �� �=- ••• FF �. INDEX MAP
ti0 fit- PACIFIC SOILS DATE: DECEMBER 18, 1988
12 MIN. 12 MIN.
v SCALE : I " = 200 ' COMPACTIONTWO SETS OF THE FINAL ENGINEERING DEPARTMENTWHICHREPORT SHALL SUBMITTED E
UDEFOUNDATIONDESIGN 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 1 50-00' 30.00' 30.000 -50'00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
PEXXxx.X L
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
5 ' MIN. P FF xxxx.x PE xxxx.x SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
FFxxxx.x PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3 ' MIN. I ' p e g e $ ® EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
MUDSILL MIN. Q ® N THE APPROVAL OF FINAL INSPECTION.
6" MIN. IA4�j d' xx LA
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
xx
9F xxxx.x
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
xxxx.x LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
12" MIN.
2: 1 MAX. I 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. 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 Q
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J
SECTION D - D TYPICAL �VERALL FOOTPRINT DIMENSIONS a-
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
SCALE: I ' = 30 ' 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert BENCH MARK PERMANENT IRRIGATION SYSTEMS W I TH BACKFLOW PREVENTION DEVICES PER
U.P. C. CHAPTER IO.R.
Robert Bean, iPti t t�,a m Prost & Associates COUNTY OF RIVERSIDE B.M. No. T-29-81 w
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVE ORS 1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. CONSTRUCTION NOTES & QUANTITY ESTIMATE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U
28765 SINGLE OAK DRIVE.SUITE 250,TEMECULA, CALIFORNIA92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD
1 -800-422-4133 NO. I TEM QUANTITY UNI T I T. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Ld
c9oel 876-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W. THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 0-
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE, 21 ' x 16' 1 LOT GRADING ( 19 LOTS X 15 C.Y./LOT) 285 C.Y. RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.W 94' N. OF THE CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
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 D I G ADJ. DATE: 9-13-82 ELEV. 1128.410 (D
C�
CONSTRUCTION RECORD DATE BY REVISIONS ACC'p BENCH MARK SCALE ���/� Des i nee By Drawn By, Checked By
RECOMMENDED BY: DATE: / � CITY OF
T E ME C U L A DEPARTMENT OF PUBLIC C WORKS Drawing No. N
OWNER/DEVELOPF�R � y T• �F GL AC/GL JL
'�� N
Contractor Horizontol
Plans Prepared Under The Supervision Of LI
COSTAIN HOMES AS SHOWN No. � ACCEPTED BY: DATE: q /�1e1 0
P CIPAL NGINEER, c
Inspector 620 NEWPORT CTR. DR. SUI E 4(10 48393* Ext. 8-3098 * � � Dofa >�-3�� 7� PRINRAYMOND A. CASEY FOR Y ENGINEER TRACT NO ` 22� 16—� Z
Dote Canplefed NEWPORT BEACH, CALIFORNIA 92660 �eft ;�o, sA e,V�Ik. �r - PRECISE GRADING PLANS
U
LOTS 14 - 27846 - 50 =
R.C.E. No. 48393 Expires 6-30-96 R.C.E. No.
(T 14) 760-1455 N/A Ar CA-\i41880 —Expires— 3-3 1 96 Sheet � o f Q) I-
LD94-079GR J . N. 400639
LOT 70 LOT 69 PE= 1308. 1 LOT 68 PE- 1308. 8 LOT 66 PE= 1 3 1 0 . 9
TRACT 22915 . 2 PE= 1 307 . 4 14 - 72. 63 - - -- _
Q LOT 7 1 _ 6' N _ _78. 75 7. 62
0 LOT 72 PE= 1 306 . 7
PE= 1305 . 3 - 78.62 A
A - s2- a3 LOT 65
� - PE= 1311 . 4
LOT 64
Q __ 2° � -
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1 A R 0 o, PE= 1312 . 0
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FF 1281 •s 13 FI_.,H.P • E,. X282.2 r=6 • 2 - F
1"% FL., H - 83.2 PE= 1283 . 7 6
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o G G9 U3 GO PE= 1 284 . 4
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58. 48 ti PE= 1 285 . 0
�1 �• LO 00
~ LOT 52
LOT 51 PE=1264. 8 0 NOTE:
Underground SerV lce Alert PE= 1265 . 5 LOT 53 64.50 Oo A ALL DIMENSIONS AND ELEVATIONS ARE
Robert Bein, William Frost & Associates
PE= 1266 . 1 LOT 54 IN FEET.
P E= 1 2 6 6 . 8 L O T 55 O REMOVE AND REPLACE EXISTING
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS CURB / GUTTER.
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA D2590 PE= 1267 . 2 63. 00 0
(909) 676-8042 LOT 56 00 SCALE: 1 = 20 '
PE= 1267. 9
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKSCALE CO ESS/ Designed B Drown B 4Checked B C Drawing No.
GL/AC GL/AC RECOMMENDED BY: DATE: 9/ C I -LY OF T E ME C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal <����� Plans Prepared Under The Supervision Of
� � ACCEPTED BY: DATE: TRACT N O ° 2 2 9 1 6 - 3
Inspector SEE SHEET I I " = 20 0 48393 J. Date Q- 3/-y¢
PRINCIPAL NGINEER, FOR ITY ENGINEER
EXP. 6-30-96 GREGOR T. LEBLANC RAYMOND A. CASEY
Date Completed
Vertical �'�� C1V1� P PRECISE G R A D I N G PLANS
N/A � OF CAL`E� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31 -96 LOTS 2 I 2 7 & 46 50
Sheet 2 of
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LD94-079GR J . N . 400639
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_ =- TRACT BOUNDARY
9 � /It 9
TRACT NO . 22915-2 �W FO
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TRACT NO . 22916-2
LOT 59
LOT 21 PE= 1261 . 7
LOT 20 PE= 1277 . 9 LOT 22
PE= 1277 . 5
LOT 19 PE= 1278 . 1
P E= 1 2 7 7 . 2 NOTE:
A) ALL DIMENSIONS AND ELEVATIONS
ARE IN FEET.
80 REMOVE AND REPLACE EXIST. CURB / GUTTER
Underground SerVLce Alert
Robert Bein, William, Frost & Associates
C
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590
(909) 676-8042
j
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE 016LSsi Designed By Drawn By Checked By
�` �/ Drawing No.
RECOMMENDED BY:
T. G. LEBLANC A. CASED L DATE: _9V711 C I TY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal ��� Plans Prepared Under The Supervision Of
ACCEPTED BY: DATE: q ,y TRACT NO . 2 2 9 1 6 - 3
Inspector
SEE SHEET 1 I 20 ' 48393 .�- Dale IP-.3/-f} PRINCIPAL R. FOR C Y ENGINEER
EXP. 8-30-98 * GREGORY EBLANC RAYMOND A. CASEY CASEY PRECISE GRADING PLAN
Vertical �� C1V1\- ��
Dale Completed
N/Aq� q� c��E R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS I - 2 03
Sheet of
LD94-079GR J . N. 400639