HomeMy WebLinkAboutTract Map 22762 Lot 16-45 Precise Grading CV
LEGEND
N HIGH Poll _ PROJECT SITE
CV PAD ELEV. -0.3' IN.
� TOP OF CURB 0000. 00 B
III
T. C. DORADO
FLOW LINE F.L.
B
z
HIGH POINT H. P. 1►!�� /F /q R01�
/- - - - �
IS' 1YP. � r IS' IYP.
FINISHED GRADE F. G. I ITRACT NO , 22762
ROAD
A 5' A (EXCEPT 5, C (EXCEPT D D
WEREFINISHED SURFACE F. S. MIN ,.r MI MIN ARE I T^
NOTED) NOT
v\S1t• N
GARAGE FLOOR GF 0000. 0PRECI E RADING PLAN
PAD ELEVATION PE 0000. 0 �iZ iZ xli 'i VIA RAMI R� c
m - -m rr' PAUBA W
FINISHED FLOOR FF 0000. 0 C lk
WATER SERVICE W z
N m N ROAD 1- m
SEWER SERVICE
W 0
AIR RELEASE VALVE t g
FIRE HYDRANT
TYPICAL SIDE YARD RAINAGE 0 P1C0
DRIVEWAY
� A RD.
R0�
STREET LIGHT O_�
SLOPE �II 12" MIN. P/L 8 ' MIN. B DG. PAD
HWY. T9 SOUTH
ABOVE PAD 5 ' MIN. 3 ' MIN. IX ELEV. TO SAN DIEGO
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF O COMPACTED 6" M N.
BERM
VICINITY MAP
EXTRA DEPTH FOOTING Z�
ACCESS RAMP 1 'Z� NOT TO SCALE
12" IN. 4 Z Z3
LOT NUMBER X 2: 1 MAX. 2% MIN. 5 t=
2% MIN. 2
INDICATES MODEL C R
SECTION A - A 1 % MAX. ZI GRADING NOTES
FOR SIDE YARD SLOPES GREATER 7
4 THAN 5' IN VERTICAL HEIGHT �
UNIT TYPE B a 9 10 II I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
1WAGT AS AMENDED BY ORDINANCE 45T.
INDICATES ELEVATION 12" MIN. ABOVE PAD ELEV. 12 �8 221V1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I%.
THIS LOT REQUIRES A BACKWATER VALVE n 13 n 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP IbAa 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 Z4 `T 14 Is FILL SLOPES OVER 5' HIGH.
25 # 15 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
1V A PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
T �� OVER I ' DEEP.
It
4(j A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
a
SECTION B B ��' zs * 41 �l 6. ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
a GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER �► Z1 9 d ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5 ' IN VERTICAL HEIGHT 5p 4q GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF CUT SLOPES.
6 MIN.
5 ' MIN. P 5MIN. 6" MIN. b2 40 1t 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3 ' MIN. 1 ' I ' 3 ' MIN. IIt3
MUDSILL MIN. MIN. MUDSILL 13 ONE FOOT.
34 14 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
b THE PRELIMINARY SOILS INVESTIGATION BY:
b �
' LEIGHTON 9 ASSOCIATES DATED: JUNE 16, 1989
•rs'1 15 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. I -T•1 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
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.
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' 1N VERTICAL HEIGHT AND FILL
5 ' M I N. P/L PE xxxx.x PE xxxx.x PE xxxx.x SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
Fr xxxx.x .X FF xxxx.x PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
F xxxx.x
3 ' MIN. I ' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
ti THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN. 6" MIN. x '� x x (D INDEX MAP
0
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
--
� U' SCALE : I " = 200 '
xx 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
12" MIN.
or xxxx.x ■ W xxxx.x • IT LESS THAN 114w PER FOOT FOR A M I N I MUM OF 3 FEET.
2: 1 MAX. • t:rxxxx.X 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- Z
21 % MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
SECTION D D DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TYPICAL 2VERALL FOOTPRINT DIMENSIONS °-
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA !CE
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 0
SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- Q
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
Underground SerV l Ce Alert BENCH MARK PERMANENT I RR I GATRI ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Robert Fein, iii l lia m, Frost & Associates W
COUNTY OF RIVERSIDE B.M. N0. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE F I ELD PRIOR _0
0 1 1/2' BRASS DISC SC I N CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. C O N S T H U C T I O N NOTES T E S & QU A N T I T Y E S T I M A T E TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS UL SURVEYORS U
28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD APPROVAL OF THESE PLANS LANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1 -800-422-4133 t 9091 676-8042 T(I THE I NTERSECT I ON OF RANCHO CAL I FORN I A ROAD AND MARGARITA ROAD.I N THE N.N. NO• I TEM QUANTITY UNI T X
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CORNER OF THE INTERSECT ION I ' E. OF A 7' CHA INL INK FENCE, 21 ' x 16' 1 LOT GRADING ( 30 LOTS X 15 C.Y. /LOT) 450 C.Y. RECTION OF ERRORS OR OM I SS 1 ONS DISCOVERED DURING CONSTRUCTION. UPON
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. IND.#) 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. tV
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CD
N
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE 01CFES5/ Designed By Drawn By Checked By Drawing No. (\j(1-8-%(1-8-% 920F < "C RECOMMENDED BY: ( - DATE: 626 4 C I T Y C F� T E M E C U L A DEPARTMENT OF PUBLIC WORKS
-8Jr R1'WN
REVISED FOOT TS ON LD•Ts -!,7, '" OWNER/DEVELOPER � T• � �, GL AC/GL
Contractor 38 42. Horizonlal Plans Prepared Under The Supervision Of
TERRANOVA CONSTRUCT ION CO. AS SHOWN NO. ACCEPTED BY: DATE: Stf y TRACT NO . 22762 Z
Inspector 48393 �,�, Dot a s� Z Q
PRINC IPA ENGINEER. FO CITY ENGINEER
P. O. Box 612 t * d RAYMOND A. CASEY PRECISE GRADING PLANS F-
EXP. 8-30-116
CORONA DEL MAR, CA 92625 Vertical kp'x CUVI%_ U
Date Completed Q
(T14) 250-OT56 N/A QF- �0F R.C.E. No. 48393 Expires 6-30-95 R.C.E. No. 41880 Expires. <
3-31-96 LOTS 16 — 45
Sheet of F.-
J . N.
J . N. 400461
r
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Q .Q LOT 46 LOT T2 o"t
U / \A 6p P E= 1 121 . 0 LOT 50 PE= III 2 . 3 93 a'a•
LOT 4 LOT 49 PE= 1 I IT . 4
IAJ CO PE= 1 120 8 LOT 48 PE= 1 1 18 . 9 N LOT T3
LL Q PE= 1119 . 3 PE= 1109 . 1
Q n,
TT .
TS 6T T8 51 . 42
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3 44 53 74.63 T5. 19 34.91 18.32 vn p� U
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p LOT 4 F 3 N� 110 , 2 Q *, 01� ��' cw Q2'2 FG ► t. SCALE: 1 "' = 20 '
,H.P
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9 2 08.3 1 ♦t 1104.2 `�•- 110b-2
P G Y I1D5.3
14.P �.,H- Q2.2 1102•
f // F Iz+ , H.P �% 03.5 FF 2 LOT 74
°8. / 06. 5 06. 05.6 v ? 03.5
5 '� 121• 1'S- Q2
08. 8 FG F FG 04.5 PE \IQ2.9 PE= 1106 . 2
3R 05.5 04.5
C )5. PE I 1 6. 5 FG I It F _ PE 1103.5 2 .
t3
/01 r 11 f FF PE 1105 t2+_ 1 104.2
. 5 '-
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8' 5.5+ FF 1106. 2 15t
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08
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• F03. FIG
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W 6�`• F s• 68' °6 6 L,Gg h 04 O�s d2v N 69• \5 y
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66.79 67.51 ,2 ti , (, 0 a
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w o CSR o°` �. o 7 PE 1097 . 5
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PE= 1109 . 9 =�• o Fc s1 _ `N fG o
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v 11 ' i FL - . '"I 68. 12 4 02.8 a F 1 \02.6 o TRACT 2 1760
s
GF 08. 4 9 07 G r: m N O .0 67. 95 03"1 6T.95 02.
02.v G 07 . 0 30 • 0 = :�0 . FG •�� F�.. \ 103.0 36 FI- �v 8. \9} G 1
082 - 107. 2 6. 35
or
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LOT 762 `°\ .
'Sk F \ $ PE= 1094.
730 0 . 2
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/O' A 0`.0
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FF
1 /08.9 ! � 07.0 �-� FG FL S LOT 34 , PE= 1 103 . 7 2° - 2R FF 1 \ 14 FG.�
►s i os. 2, o�
24 ± LOT 33 . PE= 1 105. 0 _ PART OF LOT 35 f r FF \ \°5.5 PE \ \o FG " �'•
08 z P F l 1°7. 7 \ 1 PART OF LOT 32 OWNERSHIP 10' PE \ 1°2.8 I. 02.4 1\00.V
E / / bOWNERSHIP
0 EFF106. 7 10 - G 13 0 4108. 2 06, 0 ti 6 02
f, FG FG o2. \� 1iO� N v L O T TT
�: °7.2 X :i07.2 FG I1o3.4 - rl• % PE= 1092 . I
1/0 ... G 79 06. 0 06 U04.7 ., H. . 5 «
7/•6g
FL.' _114P, p !/O�9 o N /%L * • 0 F�.,H.P - �` N.P Q sc�
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83. 46
NOTE:
ALL DIMENSIONS AND ELEVATIONS
Underground SerV L ce Alert ARE IN FEET.
Robert Bein jrittiam. Frost & Associates
LOT 51 OPEN SPACE
r U
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SU VEYORS
1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250.TEMECULA, CALIF NIA 112590
I909I 676-8042
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACCO BENCH M RK SCALE PAS / Designeday Drawn By Checked By Dr aw i n No.
4-15J4 RBF ► REVISED 1=�T PRINTS oN LOTS 3/ , ,� ,1 T. aGL GL/AC RECOMMENDED BY: DATE: s ZS CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor 38 42 . Horizontal y �� F� G� Plans Prepared Under The Supervision Of
I ACCEPTED BY: Q DATE: Wz ty TRACT NO . 22762
Inspector SEE SHEE 1 I - 20 ' W. ,ism Dote ,S- /Z - 9f FRINCIPA E INFER. FO ITY ENGINEER
�► EXP.Ie�9�g� �► � T' RAYMOND A. CASEY
Vertical sl c1V1\, PRECISE GRADING PLANS
Date CIetee A
N/A '� OF COI R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS . 30 - '' 4
Sheet 2 o 33
J . N. 400461
LOT 12 LOT 13
PE= 1123 . 7
PE= 1123 . 4
74.89 / t LOT 14
23. 40 51 . 50 . ,8
LOT 8 80-e2 PE= 1 1 23 . 2
PE= 1 131 . 5 Q 88. 60 LOT 15
� -� - PE= 1122 . 7
LOT 7 \hZ4b �\
PE= 1 132 . 7 g1 �A �0 0 58. 60 LOT 46
PE= 1121 . 0
00
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J`o 11157 rL•t�4 �.� FL. H.
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FF 1 1 16. to
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� PE 1116.0 - _
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►6.o FL., 8. 11.9
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C>-b. 20 16.0 GF 11 14.3 ' F . 2 3 FF 11U9. 9 LOT 44
o \*. a 0 GF 1 1 6 ` ,8 GF I 1 13.3 16 to.9 a 6' PE= 1105.1
'L 6: � 2
Q � _ GF 1 1 16.2 6 15.8 1 4. 1 13 I L FL�G.
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JZ h m s 16.0 ` 13.1 G FG 7 GF 1 112- 4 O 09.2 B
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!z 4 9
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e' 1 161 PE 1 1 13. 6 .� 3 C I I. 3 18± �G f4b.
Oa, _ IS, q 2 - _ FF 1 1 12. T 10' 1 l..2+ 0g.9 LOT 30
\ 101 ,q 10, FF 1 1 14.8 \ G FG PE 17Z
1112. 0 FF 1 10' A PE= 1 108 . 2
I R PE 1 1 lo' h 13.6 13. 6 ' 1 12.0 2
•o
I T+ 14. 1 1 1 1 .3 FF I I I0_
\ ! 1 16. lit 12. 0 PF I 10'
SCALE: 1 " = 20 ' E � � 16. ° FF I 3.3 .. I2 0 X.
10 6
9. 9
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61 .62 63.5 a -
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Underground Service Alert
Robert Bean, Wi t t is m Frost & Associate
Cza
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS LOT 51 OPEN SPACE NOTE:
1 -800-422-4133 28765 SINGLE OAK DR I VE,SU I TE 250,TEMECULA, CALIFORNIA 92590 ALL DIMENSIONS AND ELEVATIONS
c909t 876-e042 ARE IN FEET.
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'o BENCH MARK SCALE e���o Designed By Drawn By Checked By
RECOMMENDED BY: Dr aw i n No.
T. q_ GLL�i
GL/AC DATE: S ZE. CITY OF T E ME C U L A DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal h Plans Prepared Under The Supervision Of
ACCEPTED BY: DATE: S Z TRACT NO . 22762
Inspector SEE SHEET 1 I " = 20 ' �•
p * X393 * _ ,• ���+- Date S-�Z • 'f RAYMONDA. CASEY AI�ER, FOR C Y ENGINEER
EXf. 6-30-96 RAYMOND GRADING PLANS
Vertical tIj, CIV%\.- \�
oat• con,pl•t•e 48393 Expires 6-30-96 R.C.E. No. 41880 -Expires 3-31-96
N/A 'SOF CAL\E R.C.E. No. LOTS 16 - 29 & 45 $ S
Sheet f
J . N. 400536