HomeMy WebLinkAboutLot 22-27,31-34 Precise Grading t
B PRECISE G .RADING PLANS
P.L. Q LEGEND -
�
TRACT NO .
23267 1 FIRE HYDRANT
VAILWOOD STREET LIGHTrn
--+
Ln DEEPENED FOOTING (DEPTH AS NOTED) r�
ti,
A,
� �F�, 'A MODEL DESIGNATORC . r. R
NCITY OF TEMECULA
Z Z BL DISTANCE VARIES 37
38 FINISH PAD ELEVATION
999.9
FINISH FLOOR PAD ELEV. t 0.5' FINISH FLOOR 'o•
t- ;r MIN. EXISTING SLOPE AS 36
QI -+ Q PAD ELEV. ? x SHOWN ON PLAN 39 FINISH FLOOR ELEVATION F.F.
>E
C- ' II 5 MIN. .50' MN (R. C� GARAGE FLOOR ELEVATION G.F.
cDn n pO MIN. 70 35
MIR z z Z A A 1 HIGH POINT HP
M ;0 � C) 4.5 BLDG. TYPE SECTION B—B �c 40 r, 34 DIRECTION OF DRAINAGE
N m IN. N.T.S.
C) r- D rr*t 04 46
_ 2 56 33 -TI---17
36 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
50 � < o - PAD ELEV. ; H 47 �,�,1 -y----Y—
II r ? .� �J 55 42 Z LOT NUMBERS COVERED BY THIS PLAN 22
Zrn rw> z r 3 45 43 9
-{ m r 48
D z m �'� 5' MIN. 5' MIN. 54 CORDA
z z m t►
.01 0 ; < ARIES4 44
N D ' MI TYP. 3' MI 32
D mQOWN
� Z M 2O�MM Ax �r FiNt�l FLOOR 53 52 50 49 22
r m FINISHFLOOR_ 2 PAD ELEV. 51
>E v 20 MSN' VARIES 0.50' 31
m PAD ELEV. AX' 'Z'� 6' MIN.
�i4 23 � GRADING NOTES
21
r $ 0.50' CORDOBA 30 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70, AS
Z ALTERNATIVE 5 24 Z AMENDED BY ORDINANCE 457.
r GARAGE FL00 = " SECTION A—A 6 13 20 'Pw 29 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX DRAINAGE
ZPAD ELEVATION N.T.S. 7 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 4INIMUM OF
LI ! FOR U 1'WHERE DIFFERENCE IN PAD GRADES EXCEEDS 8 25 2' FROM THE TOP OF CUT OR FILL SLOPES.
M ( ) 9 12 14 7 19 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
10 11 211 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
Q 26 .
27
18 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
t6 17 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
jz . I r THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
INSPECTION.
R/W LINE 50 M. s' MMI.
PHONE: (714) 694-6411
. --JAW 0 'v 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED ME IrI
' MIN. 3' MIN. MDEX M A P
Fi ISH FLOOR W11 FINISH FLOOR
J - —�— 20r MIN j 207. Mpx 7. FINISH GRADE SHALL8E SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
�' qo AD ELEV. Ax 1 2 PAD ELEV. SCALE: 1 100' THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET.
J�0 CCi,Q� 0.50' " 6" 0.50' 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN 1HE FIELD PRIOR TO
TYPICALLOT G ADING COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
SCALE 1' = 10' CFL 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
SECTION A—A APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
N.T.S. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR REVIEW AND APPROVAL.
40- 4n 11�)' BENCHMARK DESCRIPTION
• ELEVATION : 1052.514
_1
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/.- " BRASS
DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79
I r2 R R FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN
2 _ TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79
?� g 3 3RAND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF
J► Rp M -cc
HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6 CHAIN LINK FENCE
AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
of
• o
SotiTM' — —
STA 79 '
CaRaoA ESTIMATE OF OWNER /DEVELOPER
P
SITE TYPICAL BUILDINGS _EARTHWORK QUANTITIES
P
WOLF VALLEY SCALE 1" = 30' PRESLEY OF SAN DIEGO
15090 AVENUE OF SCIENCE
RAW CUT 350 C.Y.
Underground Service Alert
V I N i SUITE 201
AP NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION DIMENSIONS SAN DIEGO, CA. 92128
Coll: TOLL FREE NO SCALE NOTE: MAINTAIN MINIMUM 18" WIDE PLANTING AREA BETWEEN RAW FILL 0 C.Y. 619 451 -6300
BUILDING SIDE AND FRONT WALKWAY
1 -800
422-4133
Two won't IC DA'I'S BMW VW oK=
M_B. ,OiyJR&-es,e I ro. RECOMMENDED FOR SEAL CITY SE `,r'i %lq APP OVED Y it-'r �- DATE . TRACT NO. 23267 — SHEET N0.
APPROVAL �V v�R Yd UR ! __ - CROSBY Engineers Planners Surveyors
MEAD 5650 El Camino Real, Suite 200 CITY OF TEMECULA
`'> = ON SPAGNOL P IPAL ENGINE , CI Y F TEMECULA
0 20 R.C.E. No. t:1�. DATE s-31—?B B E NT ON Carlsbad, California 92008
TITLE SHEET
�. so9se PRECISE GRADING P NS 3
DATE # * ARCD I" THE SUPERM If: DATE & ALesoCIATE9 (619) 438 - 1210 VAILWOOD — PHASE 5
The private engineer signing these plans is respansrb/� hx assuring the oceuracy n"ke� FILE N0.
and occeproDility o/ the design hereon. to the event o/ discrepancies arising oft DATE BY MARK APPR. DATE CHECKED BY 'I'J GIVIL �\� SCALE AS NOTED BENCHMARK T — 2 — 81 ELEV. = 1052.514 .OTS ZL-2� .�� —34 —41
city approval or during construction, the prhate engineer shall be responsible ',f
for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY E OF CAMEO ALEXANDER w. URQUHART SEE DESCRIPTION ABOVE FOR W.O.
the city. DESIGNED BY DRAWN BY CHECKED BY DATE — DATE 10-07-92
R.C.E. N0. 30958
OV1PP1
I
i
SCHEDULE
DRIVEWAY OPENINGS �
� 42
41 � 33
LOT 22 16 \ 22.37'
LOT 23 26' -43
LOT 24 260 \ \
\ � N
LOT 25 26. \ N
LOT 26 20' • \ — —
LOT 27 20'
� N
LOT 31 26' �� N
LOT 32 16' 44
i I
• 4 Z 1 S312ibA
DRIVEWAY OPENING 11WDTHS ARE MEASURED AT CURB LINE. / I 3dp
1• i _
CENTERLINES ARE PERPEDICULAR OR RADIAL TO CURB. � J
SIDELINES ARE PARALLEL TO THE CENTERLINE. EXCEPT TMOSE
� ao
MARKED BY AN ASTERISK (•) WMERE SIDELINES ARE RADIAL e 0 0
0
TO THE CURB. 0--Q � � � �
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of s' irr
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R 14 7 � s��� $ 0 a+._
,3 0 • 30 2p• 9. '76 3GR 38.8s J.
LIP
23 2°' % 11s9.o
"n 2B R 31
1158,15
� - /* 1 1.
( 1171 4) 21
cr
-.20
�-- ,
O
24 30
6 .63 ,
� o� 3A R � 153.58'
g i 1160-9 $
20 i
(1174.2) 96 0 R
P \ .
136.48
_
59 X15
16"
00
25 a
Q 16
Oen
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Z � ��J) P ay Airb �s 29
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s
-
105.19' �• c� w
1163.0 ♦ GF 63.0 r'63.0)
53V up
� 1163.0 j
\ b•1 e � ��. 10'
63.5
2s
27
143.00 7 /
• SCALE: 1'= 30'
`ID 17 52.00'
Ci
I —
124.96 ri
170.5)
ri 172.7)
1 ( 1174.1) 46
Underground Service Alert I )
Call TOLL FREE
1 I 0 30 60 90 120
1 SOO
422-4133 kCI
TWO WORKING DAYS BEFORE YOU DIG
10-5 C-M.Q Ch(05e AWK- rrlY-j.07-,9f_, M/SZ"AWA/! S 10-11:2A RECOMMENDED FOR SEAL CITY SE �,� pro=' AP ROVED BY /9--' -DATE
-cam Ari. to-zA-9 APPROVAL �Q W U �4t' CROSBY Eng i neer s Planners Surveyors TRACT NO . 23267 — 1
SHEET "°.
RPG �y
h � 0 N 5 AGN , P NCIPAL ENGINEER, CITY OF TEMECULA MEAD 5650 EI Camino Rea I , SU it
o 200 CITY OF TEMECULA 2
No 30959 R.C.E. NO- EXP. DATE
B E N T O N Car I s b a d , California 92008 PRECISE GRADING PLANS
'D 3-31-96 ,
PREPARED UNDER THE DATE 11 -12-91, & ABROCI&TZIS (619) 438 — 1210 LOTS 22 THRU 27. 31 32 3 sf+TS-
DATE # ,� VI FILE N0.
Ths private enq;nser signing thews pions is responsible for assuring the accuracy -
and acceptability of the design hereon. In the event of discrepancies a»sing oR DATE BY MARK APPR. PATE CHECKED BY fj C,VI` �!' SCALE VAILNOOD — PHASE 15
city approval or during construction, the private engines► shall be responsible �'�► t' 30BENCHMARK T - 2 - 81 ELEV. = 1052.514
for determining an acceptable solution and revvsing the plans for approval by ENGINEER REV I S I ONS CITY 1F QF �A111E0 ALEXANDER N. U20lkiA FOR W-0-
the city. DESIGNED BY G. ELLOM DRAWN BY
G. MELLOM CHECK BY DAT R.C.E. NO. 30958 EXP. DATE 3-31-" ATE 10-07-92 SEE DESCRIPTION ON SHEET N0. 1
OVIPPIS5A.M
SCHEDULE
DRIVEWAY OPENINGS
LOT 33 16' (,1h
LOT 34 26'
LOT 38 20' _
LOT 39 20' s
LOT 40 26' Y>o
LOT 41 16'
/1
NOTES:
DRIVEWAY OPENING MOTHS ARE (MEASURED AT CUM UNE.
CENTERLINES ARE PERPEDICULAR OR RADIAL TO CURB.
SIDELINES ARE PARALLEL TO THE CENTERLINE. EXCEPT THOSE
(MARKED BY AN ASTERISK (s) INHERE SIDELINES ARE RADIAL
TO THE CURB. ,1 00 37
'n 158.8) 7
38
2A R /
1158.8 11 tT
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ro
a-
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3&6 h o s
39 Z 36
1160.0 1158.8 ,
124.68 ;>
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206 24 0 �. .Ft `157 6) 35 N -
0
Vl 32.39'
.op 11
40 3A R
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N. IN
0 �eM/ Q ► r 1 '�
Its _ r FS., s AR v ��
o
(1'171.3) LA 70.73' lo.o 34 140.10'
S boo 214.38
�, 0.67Ir � 65. 41 ti .s 1 90
45 7S.35 42 0
10
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1156.7
OF
oP 33`
(1158.9) V PRIE \
h�420, ` 20• 2 1
( 11-7-0---9) ( 1161.4) 5'5.6 J t
o. S4.57 1 SCALE: t'= 30'
^ 44 N
N
`O
�j tJ
37.72'
107.41'
\� ( 1170.1)
*p 0
P 0 0\0.
0 30 60 90 120
`0� O�O -
Z G� �
Underground Service Alert 7
00 ° �
g . 32
'
Caff- TOLL FREE �� 22 169.97'
� O
1-Boo
422-4135 9.99' .
f
TWO WORKING DAYS BEFORE YOU DIG
lo-.f CM.B. Cw~ aL06 T!'PL LOT .9Q�,(E�! ,y/TQ/1NF,ryy,JyGyj/ lob RECOMMENDED FOR SEAL CITY SE } AP OVED Y A-Alla-mr- "NTE /� gSurveyorsTRACT NO . 2326 7 — SET NO.
�l SE /W.. W t?-9 APPROVAL , 0 �y U 1(\ V�O��� En i Engineers � Planners �
4° kPGy= MEAD 5650 El Camino Real , Suite 200 CITY OF TEMECULA
c�
DON SPAGNOLO, RI PAL ENGINEER, CITY OF TEMECULA3
Q R.C.E. NO. 42993 EXP. DATE 3-31-" BENTON Car I sbod , Ca I i f orn i a 92008
NPRECISE GRADING PLANS 3
No, 30958
PREPARED UNDER THE DATE �o-1L- &ASSOCIATMB (619) 438 - 1210 LOTS 33. 34, 38 TFRU 41 OF sNTs
The private engineer signing these plans is responsible for assuring the accuracy DATE * RV I S rrw� PHASE
u �r F I LE NO.
and acceptability of the design hereon. M the event of discreponcies arising afterDATE BY NARK APPR. DATE CHECKED BY f/• C I`/I l �� SCALE ��+L� T — 2 — 81 ELEV. 1052.514 VA f Lw000 PHASE 1
city approval of during construction, the pelvate argineer shad/ be responsible qjE O�'� 1' w 30' BENCHMARK
for determinin an acceptable solution and revisingthe plans for approval b ENGINEER REV I S I ONS CITY O �i ALEXANDER W. UR ART
�' p y DATE `—CA` R.C.E. W. 30958 EXP. ATE 3-31_96 FATE 10-07-92
SEE DESCRIPTION ON SHEET NO. 1 FOR W.0.
the city. DESIGNED BY G. MELLOM DRAWN BY
G- MELLOM CHECKED BY
OV1PP15B.DWG