HomeMy WebLinkAboutLot 1-21, 42-52 Precise Grading B
LEGEND
P.L. W J PRECISEGRADINGPLANS
-
_1 FIRE HYDRANT
a
STREET LIGHTTRACT --•
NO . 232 ,67 1 DEEPENED FOOTING (DEPTH AS NOTED) �■�
b I VA'ILWOODMODEL DESIGNATOR R
kl �
NDr)TANCE VARIES FINISH PAD ELEVATION
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moc-
CITYOF TEMECULA
37 FINISH FLOOR ELEVATION F.F.
FINISH FLOOR PAD ELEV. + 0.5' 1 ti
FINI'st•I FLOOR — MIN. GARAGE FLOOR ELEVATION G.F.
B S.
s' 5' MIN. PAD ELEV. t0-50' 2HIGH POINT MGI
MIN. I % 35
MrN. A A ;►IV --, 39 FINISH SURFACE FS
r8MLDCG. TYPE n FINISH GRADE FG
Q TOP OF WALL Tw
7� � TOP OF FOOTING TF
PA v SE T10N B-8 `� � � ` `��� 40 �
i D ELEV. Z
7
34 DIRECTION OF DRAINAGE
N.T.S. \. �\._\ n
2: 1 SLOPE (UNLESS OTHERWISE SHOWN)33,
�——— —
i \ \ Z LOT NUMBERS ON THE INDEX MAP
,= AIR ; ` 34
\ \\ � INCLUDED IN THIS PLAN
g PAD DESIGN S' MIN. S' MIN. \ M8 -
BY OTHERS \ —
� `� ��\\ CORD08A
z - T �, GRADING NOTES
.I s
W N� FINISH FLOOR 1. ALL GRADING SMALL CONFORM TO THE UNIFORMS BUILDING CODE. CHAPTER 70. AS
Lhi
} ��� X 32 AMENDED BY ORDINANCE 457.
� o ELE . �; \
2. MINIMUM BUILDM PAD AND DRAINAGE SWAL E SLOPE 94ALJL BE - 1% DRAINACE
` VARIES O.Sa' \ 22
t^ PAD ELEV. t2 6- \ '� 31 SWALES SMALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MIIMMUMI OF
W 0.5a \ �\ �.\ 23 2' FROM THE TOP OF CUT OR FILL SLOPES.
r GARAGE FLOOR= o T 1 ALL GRADING SHALL BE DONE UDDER THE SUPERVISION OF A k1limllwtit. SOILS
PAD ELEVATION ALTERNATIVE 30ENGINEER wHo SMALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
SE TION A-A ,� \ \� \ 24 z WHO SHALL SUBMIT A FINAL COMPACTION REPORT-FOR ALL FILLS OVER 1' DEEP.
(FOR USE WHERE NCE N PAD GRADES EXCEEDS 1') 29 4. FINAL COMPACTION REPORT WILL BE REQUMED FOR ALL FILLS GREATER TMA"
� \ � \ ��
K
! Z r \ 25 ONE FOOT.
,^
S• HOCONTRACTOR SHALL NOTIFY THE DEPARTMERT AT LEAST 24
+ •�+ t 'J+ 1
HOURS REOUESTNG FINISH LOT GRADE AND DRAINAGE INSPECTION.
C28 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FNAL
ell �' cV \ \ INSPECTION FOR EACH LOT.
26 27 PHONE: (909) 694-6411
w
6. OUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METNObS.
R/ LINE ''*
7. FINfSM GRADE SHALL BE SLOPED AWAY FROM ALL EXTEfiOR WALLS AT NOT LESS
SIDEWALK 5 MSIR. 5' MN. THAN 1/4PER FOOT FOR A MINIMUM OF 3 FEET.
It !s.' ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
TYP' 1' TYP COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
3' MIN. N 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AMTS DOE'S NOT RELIEVE T11E
Q� ��� FLOOR I —/ 2 27. wp&• ' FINISM FLOOR iNDEX MAP APPLICANT AND HIS ENGINEER FROM THE RESPON98RJTY FOR THE CORRECTION
PICAL LOT GRADING � 20 MAX 20 .50,
A ,„ _ , OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST.
FL PAD ELEV. 0. 0' PAD ELEV. SC LE. 00 THE APPROPRIATE PLAN REVISIONS SHALL SIE PROMPTLY SUBMITTED TO THE CITY
SCALE 1 - 10t-0-50, - 5 ENGINEER FOR REVIEW AND APPROVAL.
�6-
10. NO FILL SHALL BE PLACED ON EXISTGROLM LWIX 111E GROUND NAS BEEN
CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL.
ICE
SECTION A— A 11. PLLA°NTT AT 12"12ON CENTTERS ALL GRANDR RANSLOPES ER APPROVED aBE �n D COVER`
15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SMALL BE PLANTED WITH
N.T.S. ES OVER
APPROVED TREES. SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
AT 10' ON CENTERS; TREES. 20' ON CENTER: COM9NATIONS. 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R.
do
N -
2 2R �R BENCHMARK DESCRIPTION
R v- ELEVATION : 1052.514
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2• BRASS
• DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON MWY. 79
FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF MM/Y. 72
• • AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF
TM HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE
AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
STA>f 27. 7
ESTIMATE OF OWNER/DEVELOPER
SITE TYPICAL BUILDINGS ]EARTHWORK-QUANTITIES
PRESLEY OF SAN DIEGO
LOM VALLEY I" = 30• - K 15090 AVENUE OF SCIENCE
. wwwwwpound SKviee Alert _ RAW CUT 900 C.Y.
NOTE: SEE ARCHITECTURAL PUNS FOR FOUNDATION DIMENSIONS SUITE 201
Call: TOLL FREE VICINMf MAP NOTE: MAINTAIN MINIMUM 1 a" WIDE PLANTING AREA BETWEEN RAW Flu 0 C.Y. SAN DIEGO, CA. 92128
MO SCALE BUILDING SIDE AND FRONT WALKWAY 619/451-6300
422-4133
111 loom ■mw Twu oIa
RECOMMENDED FOR SEAL SEA APP OVED BY (b DATE - _ SMELT No.
APPROVAL ,QRpf1SSlp�,� � CROSBY Engineers Planners Surveyors TRACT NO. 23267 1
MEAD 5650 El CiReal, Suite 200 Cln OF TEMECULA
-t� Camino ea
TITSHEET �
R.c.c. Ro. CNP. VAX -31- BENTON Carlsbad, California 92008 LE
R WMM UMM TME A,PExvI" : DATE &AINIMIATs (619) 438 — 1210 PRIECISE GRADING PUNS A „
°F VAcILVIM — PHASE I t�f 3A ru No.
� I�� �0�+e+► �'! Mww I� � �� � �w:+� eti. eeeereer DATE _ - rr
ws *AMsls�.s�rtr of 1" 0ftelf#fo + ft blow
• 00 we* 00rrt of Nbel haff be eAss •►sips DATE BY YORK APPR. DATE CHECKED BY � * L LSCALE 1052.514 Mf /3—Y/ 0-* 4 s3',— 42-St
AS NOTED BENCHMARK
a"►r �►►a+++ • �+� a�eat•ereMrr+. eH. p+wh► �w�i+.� r+dr s. rwpens+d. T — 2 — 81 ELEV.
1b. drtsr+w+I+, w .oer►talrr adbtAsn .+.s ►o�rr4 n+. Ore.rs Asr giD.e,.el br ENGINEER REvlsIorn CITY �t1f CIVIL a��' EXANDER W.UROUH RT AOR W.O.
°fir DESIGNED BY DRAWN BY CHEC ED BY DATE E OF CAL�F� R 30958 S/31/9b DATE 10-07-92 SEE DESCRIPTION ABOVE
SCHEDULE
DRIVEWAY OPENINGS
LOT 9 26 ,
LOT 10 16
LOT 11 26 9� 39
LOT 12 26'
LOT 42 26' ��' (_t`6 j �5 5° • 46
LOT 43 26'
LOT 44 16' � ��)
LOT 45 26'
LOT 46 20' • _ \S 8) �2
LOT 47 20' * 56
o_
LOT 48 20' • ° +* 2M.24•
LOT 49 16' 4Q
LOT 50 26: ��9 FF 72-0
LOT 51 26 47 340
CR �,� $
LOT 52 26' S5 1'''s N e �s Z; n
1 NOTES X0.1 1 4, �13
1].!Z- \S7 Q\ X
DRIVEWAY OPENING WIDTHS ARE MEASURED AT CURB i
CENTERLINES ARE PERPEDICULAR OR RADIAL TO CURB.
SIDELINES ARE PARALLEL TO THE CENTERLINE. EXCEPT Th OSE � �,� / G1 r 4 4S v I '
MARKED BY AN ASTERISK (0) WHERE SIDELINES ARE RADIAL \ )
TO THE CURB. s�6'9. 54 =2 �� -� �!• �J � 78 3o-
214.38-
65-35-
70-7.3-
14.38'65-35'
43
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/ ��• \� RECOMMENDED FOR SEALS•E �'t.� _ v�y� APP VLD 8 DATL CLQ'.��.- - CROSBY Engineers! - Planners - Surveyor's
lWEF+eD 5650 El Camino Real, suite 200 TRACT NO. 23267-1 SHEET
`9 N IN E M BICNTON Carlsbad. California 92008 _ ``� OF TEMECuLA
z� � '��', R.CE. NO. 4� 99 EXP. DATE 3/31/95 ��AOIATM (619) 438 — 1210
Na 30958 PRECISE GRADING PLANS
PREPARED UNDER THE SUPERVI ON OF: DATES 3 9SCALE: BENCHMARK:
rNE�rP�vArEcnuav�sta�l�..us r,ec�ss,a� r,eW.��s>HE, a� � 1' � 30' T – 2 – N31 ELEv- s 1052-514 LOTS 9- 121 & 42—5 2
�� [!fl'CFTJf�L�,k YHn@ !M'T1A��l�1rlAG�G /E3,lk1SiA�f�1 PC/l)'AP- A7F Y 7� CNEGKEO 6Y JJ CIVIL -
A�+'K Q4A'!�'/1f5CAIKT/BY�71t7NJ�i(CHP/l/isTtfY�YCf�PSr�1A(L� �(E/p QC7F)QM/N/� HV6/ �V�s� C/rr •/rf O��► ALEXANDER W. URo HART SEE DESCRIPTION, SHEET 1 PLOT PLANS FOR VAILWOOD — PHASE i
�rr�,�TklcEf�U>�viWDRivaf�W7 Cf�Mcr,�e,�Pl° TX-o'Tl'B✓�YN P DESMNFOApy DATF OF CARE R.C.E. No. 30958 EXP. DATE 3/31/86
OVtAPPt_N.DVC
ill-IRACT NO. 112,306,3-6,
1152.7) 11 s4.7) 1154.7) 4
\ 5 '� 45 s
1159.3
C110.3) 1( 161.1)R
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_
174.Sb,U - 30' 30' - 177.70
1 OF 0.3 � � F 0 2 56 11�1.5�
1.37,
3B R A 47 1, 0 \?J
�30)
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o c I 88• t .O
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1 6.64160.73' /
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I165.7) :� 98.15' i - 143.09
( o�, o I 54 ,� 4 9 O� /
U 23DF 0.2 �� �. *O
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2C N 50 0 s
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23-1-t inp?-
� ^ 1172.0 20 pF 0.r 4 h 5� O ��• 'i6. gyp,
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�1170 1 4.72' H
(
67-59' 6160 9>
/ ) 100.00,
4
� 20' 20 ,c+
�0 1( 174.7) 20
� 1 76.5) 1176.1) r'- 'L° r NP 25 X162-LI
N / 0 h ,�
' in 57.15' v, / �*' � G •� 1��0
-715.15 Oo
9- s
- r' CORDOBA _--- - y --o- �9
SCHEDULE N A- - - s -�. g'
OPENINGS lb-
DRIVEWAY
LOT 1 26' .s� 13 d1`� o 611
LOT 2 26 ".°°' 4ZO5' 54.41
•
LOT 3 26 ,� � ��►
LOT 13 16, 36' • J �
e 3A
LOT 14 26' X411) s 0 ^"
LOT 15 20 +
LOT 16 20 Z
LOT 17 16' ) 1( 176.3 t17 5 e) t( 1 ,�75-3) �`� 4 v - �e° ,
e
! c#
LOT 18 20'
LOT 19 26' R t
• � � 3B 3 � 76.o gR ass
LOT ZO 26, N ,0 1��5 a0r 1 o sa
LOT 21 16
LOT 54 26 -
LOT 55 Z6' � A 176
N �z , HP _ /
LOT 56 26
NOTES: r/
DRIVEWAY OPENING TROTHS ARE MEASURED AT CUR'S UNE. sr,NL . ,2496/
9 �-
CENTERLINES ARE PERPEDICULAR OR RADIAL TO CURB. 59.00 -
SIDELINES ARE PARALLEL TO THE CENTERLINE, EXCEPT THOSE 2 SO' / ,j 4,) \
MARKED BY AN ASTERISK • WHERE SIDELINES ARE RADIAL •x•99
TO THE CURB. C , r � � ��
_ 70 '�0 06
S0'
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Underground Service Alert 114.
0 30 60 40 1 0 7) V 71 St' 5 �� )-
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CA* TOLL FREE
66 0) �� 2 ? 1
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422-4133 1 Iz - . _ I J
/�(,, IrlO• �l .-/< < .
TWO WORK INC DA" BEFORE You 01 C
RECOMMENDED FOR SEAL CITY SEA APP OVED BY DATE ;""1-3 SFEET NO.
APPROVAL oQaolESsioti4l DON C:R08BY Engineers Planners Surveyors TRACT N0. 23267-1
�Q``�°E L. Bftilesc ' L ENGINEER,CrrY OF 7-EMECt MEAD 5650 El Camino Real , Suite 200 CITY OF TEMECULA .S
? R.C.E. NO. `� EXP. DATE 3/31/'96 BENTON
Carlsbad , Cal ifornin 92008 PRECISE GRADING PLANS
t
ft. 14$94 LOTS 1 -3, 1 �-21 & 5 4-5� 4 9m.
c PREPARED UNDER THE DATE -'�- � L9>AOCIST�B 619 438 - 1210
Me private eng+nea+ sigr+lnq these plans is r*spmmt4 for ossvring the accuracy DATE * r
SUPEWS0 I11]111111 :Iqr FILE NO.
and occeptobAity Of the 4as/gn hereon. In the event o/ dFscreponcFes arising offer DATE BY MAW APPR. DATE C#'E •KED BY �J'f C+ry,` �� ALE 11' - 30• BENCHMARK T - 2 - 81 ELEV- = 1052.514 VAILW00D - PHASE Z
city approval or during construction• the prNate engines► shall be responsiblefi
�lF OQ� E GE L. 8 NT
/or determining an acceptable solution and revising the plans for approval by ENGINEER REV I S ONS CITY r DATE OF CAFE ATE SEE DESCRIPTION ON SHEET NO. 1 FOR W.0.
the city. DESIGNED BY G. ELLOM DRAWN BY G. MELLOM CHECK D BY R.C.E. NO. 14594 EXp. DATE 3/31/93 10'13-92
OVIBPPLN.DWG
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0)
'08 01 �Oj) 9
63.9 3 •,
,3 ` S HEDULE
2 6. 4 �'L3
DRIVEWAY OPENINGS
LOT 4 16'
LOT 5 26'
/ X65 7) �, 168�) Q 56 LOT 6 26'
LOT 7 26'
O d°j 47 LOT 8 161-
LOT
6'LOT 53 16'
3 a 1s•
ti9 NOTES:
\=� 55 �o,� DRIVEWAY o C WD" ARE MEASURED AT CURB LNEE.
O CENTERLINES ARE PERPEDICULAR OR RADIAL TO CURB.
V SIDELINES ARE PARALLEL TO THE CENTERLINE, EXCEPT THOSE
_6) 1>> ° MARKED BY AN ASTERISK WHERE SIDELINES ARE RADIAL
+ ) . C TO THE CURB.
4 54
- r
1- I
nom• A• ' j
n- ^1 150.55'
• 't. 676,9 124•�2. dry 43.24 52.38
�• 4 179f - 53 s� �� 51
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Underground Service Alert '`'f)f� % \?��
Cell TOLL FREE \63 s
10 11
1-800
422-4133
TWO WORK I NG DAYS eEFORE You D I G
APPROVALr1DED FOR SEAL CITY SEAL APP OVED BYQS DATE - L " CROSBY Engineers PI Planners Surveyors TRACT N0. 23267-1 SET NO.
oQaoFEss�oy�< IN L CITY OF TEMECULA
N G MEAD 56 50 E I Camino R e o I , Suite 200 4
z % R.C.E. ND. 429 EXP. DAT-, 3/31M BENTON Carlsbad , California 92008 PRECISE GRADING PLANS
- 4 sm.
C the pri ete engineer 019ntng these puns is rtspoombow to eeeuriml the accuracy DATE No. 145w 10 PREPARED UNDER THE DATE & �e�oG�sT� (619, 438 2 o LOTS 4—8 & 53
SUPER ION OF FILE N0.
ii Dna occeptobAity of the design hereon. In the event of di9creponcies orisinq oR DATE BY MAW APPR. DATE CHECKED BY � ALE 1• = 30• BENCHMARK T — 2 — 81 ELEV. = 1052.514 VAILW�OOD — PHASE 3A
cdty opprow/ or during construction• the prhote engineer shot► be responsible
fo determining on occeptob/e so/ution and rev+se+q the pions for agppromf by DESIGNED BY DRAWN BY CHECK D BY ENGINEER REVISIONS CITY DATE 7tf0i CA`,FpQ.� GEORG L. B NTON ATE 1()-13-92 SEE DESCRIPTION ON SHEET NO. 1 FOR W"0.
R.C.E. NO. 594 TE 3/31/93
OVt CPPLN.DWC