HomeMy WebLinkAboutLot 13-27 PreciseGrading •
LEGEND
PAD SOL
ELEV. -0.3' IN. PALOMA DEL � R01'D
TOP OF CURB 00'0.00
FLOW LINE F.L. n B 'i
HIGH POINT m.P. .� .�
Is' TtrP. \ 61Is' TYP. j, IIIA RAMI
FINISHED FLOOR FF 0000.0 —
It A (EXCEPT r r (EXCEPT D D PA(�BA 1�-
I'1 WERE l• l i WPRECISE RADIN PLAN
{RE Cp g �[Cr�►1� /1. W
FINISHED SURFACE F.A MDTED1 MOTEDI 11►� P y`
GRAM fFEAK �.�.
ROAD t
i i t irRACT N
24134 = F
tuk -JL- AE.
CATCH BASIN C• & On tR
GARAGE FLOOR Gf 0000.0
PAD ELEVATION PE 0000.0
. . _ 4^�l 0 t 1 CO t
f 1 R1' HYDRANT XY t fit . Poll . �•�
s
pR 1 VEWAY
HWY. T9
STREET L tGHT O TO SAIL DIE=
TYPICAL SIDE YA D DRAINAGE iN.T.s. )
WATER SERVICE w ' TRACT N0. 24 34-� PROJECT SIVE
SEWER SERVICE S
IZ" MIN. PrL e' MIN. �Dc PAD < VICWTYMAP
• 'SLOPE �I f / v '
ABOVE PAD 5 ' MIN. ' MIN. IX ELEV. 40 NOT TO SCALE
ExTRA DE' M FOOTING
f COMPACTED 6" IIIN.
LOT MIRABER aN>j BERM65
59 .� 66
IND r CATES 110DEL ` 6, �
` 61
5 GRADING NOTES
;UNIT TYPE 4
2: 1 MAX. 21 MIN.
i N.T S. ) 69 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
2% MIN. 21 MAX. 1 ♦S kh AS AMENDED BY ORDINANCE 457.
•INDICATES ELEVATION 'SECTION A - A � � I)� �
,1 i AT FOR SIDE YARD SLOPES GREATER �INS � 1� � 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IY..
ND C ES AMOUNT OF
THAN 5 ' IN VERTICAL HEIGHT silk ;�� `� �1 12' 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 .
rXTRA DEPTH FOOTING
A i TRACT N0. 24134-3 4. PROV IDE S ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP Of ALL
39 1 FILL SLOPES OVER 5 HIGH.
12 MIN. ABOVE PAD ELEV. 16 21► 3g 115 S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION Of A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PRME� J ' 31 16 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
�S 11 OVER I ' DEEP.
w p
ROUND OFF TOP SITE 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO CITY OF TEMECULA
1 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
5' 412 Zg GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T. PROVIDE BROW DITCH, DES1GNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPE.
SECTION B - B (N.T. lb
e. FINAL COMPACTION REPORT WILL 8E REQUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER 1 A 3 ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT b S G. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
-0 THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DATED: 12/21/68 e 1/17/69
' P. S ' MIN. 6 MIN.
6" MIN. 5 MIN. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
3 ' MIN. It I ' 3t MIN. TRACT N0. 24135-3 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MUDSILL MIN. MIN. DSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 -AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12" MIN. I TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ,
2% MI A A EACH LOT.
Z% MIN. 2: I MAX. 6 TYP. 21 /. MX,
w r
CUT
ESEQUAL TO Oft
LL
21% MAX. �0 �, ' 11 . SLOPES�EQUALL TO OR GREATTERTETHANA3'5' INNVERTICALL HEIGHTSHALLSHALLIBE
SECTION
, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
SC C •! M IMEX MAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T. S. ) THE APPROVAL OF FINAL INSPECTION.
SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S' MIN. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I ' LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSiLL MIN. 0 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT `
s MIN. TYPICAL OVERALL rw I`PRINT �IENSIM
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
N.T.S. BE *GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
GIVEN.
27 MIN. 2: 1 MAX.
21% MAX. 1S. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SECTIt'�N D - D 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
(N. T. S. )
SHEET INDEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS,
OMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 13 - 2T NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER IO.R. Z
I LOT GRADING ( 15 LOTS x 15 C.Y./LOT) 223 C.Y.
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR _j
BENCH MARK
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. a•
COUNTY OF RIVERSIDE B.M. NO. T-29-81 17. APPROVAL Of THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE
i I/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE IKTERSECTION OF FRONtf ST. THE APPLICANT AND H 1 S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- C3
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD RECTION OF ERRORS OR OM I SS I ONS D 1 SCOVERED DURING CONSTRUCTION. UPON
TO THE INTERSECTION Of RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.M. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED LD
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INCA( FENCE. 21 ' : 16' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
W
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE N
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUTAENT.
U
ADJ. DATE: 9-13-82 ELEV. 1128.410 W
APPROVLD BY :
BASIS OF BEARINGS OWNER/DEVELOPER. CITY OF TEMECULASHEET ,�Robert Be'i,'n, Wi t t1a m Frost & Associates ° rQ
MESA HOMES
THE BEARINGS SHOWN HEREON ARE BASED ON A *ORTION OF THE PROFESSIONAL ENGINEERS, PLANNERS t SURVEYORS lye
CENTERLINE OF BUTTERF I ELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNE 2 ROAD, SUITE Zon TRACT N 0 . 24134—F
MAP NO. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA, CALIFORNIA 92591 n►es si Ewa 1 67 (Tc 111 mcaiA, u��so(�+�� rtaxo _ c�+
RAYMOND A. CASEY R.C.E. 41880
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF � � 2 FAX � � ���� 463 090
PRINCIPAL ENGINEER EXP. 3/31/96 •
RIVERSIDE COUNTY, CALIFORNIA BEING N 04' 25 '05" W EXP.3-31-W C I TY OF TEMECULA PRECISE GRADING PLANS OF 2 g
�x CIV 1\.•
�_ 0+►TI� 1 ��` CPa-�E DATE BY DESCRIPTION APP 'D DATE _ U
M I CHA L A LMAN EXP• 3-31-96 R.C.E. 4 090 R E V I S 1 0 N S CITY DATE: D/R.3 LOTS 13 27
1—
J . N. 400265
--
3 5EK„ 7
IN pfpmqwl
LOT 42 LOT 41
LOT 43 PE 1251.2 PE 1252.5 LOT 40
PE 1250.3 _ PE 1253.4
% LOT 39
3 /
ti� b - -q PE 1254.0
LOT 44 LOT 38
PE 1249.2 �'� / PE 1257.6 LOT 37
X11 0 0'
I PE 1255.1
,IL, - i6 95; LOT 36
N PE 1255.8
TRACT 241 4
/ oL 1252.5LOT 45 45 �. ,' ��• FL-,R.p
- PE 1248.2
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LOT 46 F-G. Q�, 2_5
PE 1247.1 Q \ '` \ F E 1252 . 5 ,_i. r J 54.
52 . 8 FL.,H.P. FIG
255.
F Ci
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4. 41
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FFE �
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-- c �� PE -I 152 . 8 L , /303\ 4 ji 5 � 5 X303 T
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8! 611_-2 . 7. I' C 6
I s/ B % o I ■ P.E. = 125 •4
F.G. ,
J F.G. A -� 33. h 13.
LOT 47 / _ •��. 4 s c,., /25/-b /23/•3 b i !- F i '._;�. 9 F-G- � { �
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PE 1246.1 / �ti F�, J 51. fG. �F z . u = l r sZa .5Q.0 7 _ /zs4c I
F[;GB� I �� I,� EL Fs I1
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rr
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l
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a s4.O F-G- I
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\\ \25 6 F' f,-- 5�h r S2.5 FG. I 1h F G. - /253.9 •
A \ ti /253-4 = F L c-B- I _-
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Ft.,G.B_ , (J \� ( Z� ^ h3 5 8. `F 4. 84
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PE 1245.1 125 6 F� 1 2� 1 39 `i -
a �- 1 -C LJ�i�. �1z`)U, bI L' �, \ZD,, L'
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\ti F I • /253.4
/25/.9 1211.B
PE 1244.5 F /` F_L, c. �c �� O F.L. B- '� - c
- I f.L. G.B. i FL. G.B- I .� ry /Z 2. h FL.,G•B.
34.0
i Q Fig.
.
F-G S
N ' i % /ZS/.5 /253.2 '
Jq
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qcDf
52.71 �, FG. 11 4. b9 ! A� Fc.' \ - ` � LOT 12
- s e
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g h A , B P.E. 1255.3
fr
U Lt i , ; \ c's� •9 j /h� G0' / , , j 3 Q L-
Q LOT 50 =� \ •6 . �ti�.� ;� _�1. 8 = -
PE 1243.6 c w� F I W
1 h F F 115 3. 5 -A
\ S>\ e1e FF I _ FE I �51 . G ' Q - - `, � LF 1c � ' �� jj\ E 154. 1
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F r L U
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rr> �1 L5 H.P. 4.. ---
\ 9 Q . FL.,H-R
L!) 3` . 44' /234.2
7�. {'Z G. �) 1p
FL.,H.P- � �' \ �, FL #-F + I
LOT 51 `, oo ' E _ yZ�,• ��, - A : '_' b Q ti yIII 1 PE04
1243.0 � - -- - } � `� - � G, G v� y KIP50. J
OPEN SPACE
EN SPACE -
-
\1/ipo- \1�/po-
_---- - - --- -- - - - �ti �G• - ROAD
--
MARGARITA
-- _ Idobur• t 11E /i, 11 ill L'arrt Frost (v As�soc. ia. tcs �y � � I ✓
- -. - --
RAYMON A. CASEY R.C.E. 41880 r ' f L
28765 �1 NGI F Art DRIVE. SU 1 1 E 750, 1 E V.E;.ULA. CAL F URN 1 A 9t59U v � -4 PRINCIPAL ENGINEER EXP. 3/31/96
I r\ -
` (909) S7E sD42 E (909) ',?6-7240 N0. z CITY OF TEMECULA -
1 //�� v
� 43090 � . � c j st_ `_' �\ ,`1LJ I N �> F ) ` ` JF c '
EXP.3-31- s6
REVIE 'ED B'�c - LJ'� CIV1L ��Q - -
Da1E : z/1 q3 9lF �tv�c JAI E BY DE SCR I P1 1 ON AFf 'D DATE
EXP. 3-31-96 R.C.E. CAS
I �
K E_ V I S ! 0 N S CITY -
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