HomeMy WebLinkAboutTract Map 32437-3 Lot 1-6 & 2-27 Precise Grading CONSTRUCTION NOTES
R/W
5' 5' INSTALL
O2 INSTALL 3" P.V.C. SCHED. 40
FL OF PIPE 1/2" SIDEWALK REMOVABLE
�o
O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET �'' 1 1/2" MIN. COVER ABOVE GUTTER 6 PLUG
FLOWLINE
" PER N.D.S. N0. 40 OR EQUIVALENT �,P�� INVERT ELEV. A 4" PVC
O5 INSTALL 6 GRATE 5 : "
4 =,, 4 PER PLAN
14 DRIVE APPROACH
'M' ,h' y 4. ,ks' .fie, N.✓ n�
04
20 0 20 40 60 SECTION A-A
INV ELEV PER PLAN
CURB & GUTTER
GRAPHIC SCALE 3"x4" REDUCER 4"x4"x4" TEE
PRIVATE
DRAIN THROUGH CURB DETAIL 3" MIN PVC (SCHEDULE 40)
ELEVATION
I;7
co
0
c
0
v
1 !� SAVOY LANE
� � � 3
3 ' QUINCY LANE
o Al
1102.53
TC ��ct
--------_------------ .......
r._
4b. -a,
p�(O --
_. -__
OD
00
+ ,.
c�
.48I+ .96G
*1N
cn cn
n -.
30TG
cr L=67.32'
7 L=67.31'
oF_ 1.781 FSS=67.30' �,
orl-
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N
. PL
8STEC
t
• p► �''
L=67 F x �5Q_ 1+ 4.88 F 00.50 w N
4.2
cN7 .1 4.5
,, w
1.70=67.31 4.23 4.1 -3 LnFG 5.5 t FG FG a� aQ 47
00
FG w
FS 4' 4.2 4.5 00
®0.50 .8 N c,, F �,,� riaP4
I+ 5 f 4.98 .4FScr 3 0FS O 53.92 W cD rn 3.6 FG w o iG L4 N : o cr w
FS 3.6 v� cr, ,� at I+ FG - 4.68 5 u, -�, I GF =1105.
3.6 FG �" r-''- FS GF = 1104. O u,�l OU' r 4.7 w
5' FG N 14- 3.3 5, GF =1104.1 4.38 0 •O 4.0 w -`'"J FG
0 FG O FG o
3.98 �'
Iv o O FS GF =1104.0 ,�, 3.7 FS 4.3 rte. F N G FG k r
O o co FG FG �, p OIv S _
cr 3.7 -r1 P o Q N oas f�7/ F.8 - , r f`
� FG r r o w DRO 4.1 3�; G 5 �I :J
o� 3
I I S - 0• s� FG 5 �
Of FG f 3B ® 4'4.0 GF =1105.0 2 a!
m 3.4 `'' I`' S, 4.7 D FF = 1105.8
O N CA]
r r - II FG O 1 C ® FG R PE = 1105. 1 5.1
•��, `� �I 1 ® aoi R FF = 1105 4.4 ESP
4.7 FG
_ _ 1_p FG
D ® oP F = 110 E 110 , FG 5.1 5.1 �
J PE = 11 4.8 1 oaa 4.7 4 FG FG
3.7 0 04. 1 4. 4 4 FG
FF = 1104.4 FG FG FG 4' F64 FG 5.2't 5.2't
PE = 1103.7 ®® o � oz o
4.1 ,} 5.2't ae Z 4.7 N o N N
5.5':t 3.7 FG 5.2 0 �.. FG E
3 7 FG N o ...
51 ® o N 4.7 3.91 4.44
FG "' w
R� 4 N w 3.89 5 FG FL FL 1 1104.9 �" FL o
gOVN _ o z 4.3 +I 4.7 6.1
° °� n' 3.54 3.91 1104.2 � FL w 5.1 FL-FP S.1 °'
R PGS o N 1103.9 FL FL FL-HP 4.4 110 S 7 _ ,FG FG TS L=64.57' FG
co
3.19 FL 4 4 5.4 FG v; FL L 4. 7 rn
FL 3,50 4.1 FG TS L=64.56' -r
3 21 1103.5 �- 5.1 FG
FL 4• �
FL FL-� 3-� � I�FG1TS L=��1 - I�FGw
4.7 0
3.7 TS L=64•�
z
FG ..•�-� �� z
W
2
�"�-- W
3
0
N
O
T
/
N
W
N
Q
2
tl
W
N
U
W
tY
d.
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0
PLANNING ■ DESIGN ■ CONSTRUCTION
C.7
1
J
40810 COUNTY CENTER DRIVE
Looe-os3GR
TEMECULA,CALIFORNIA 92591-4679
CONSULTING 951.676.8042 ■ FAX 951.676.7240 www.RBF.com
J
SHEET NO. o
DATE BY REVISIONS DATE ACCT BENCH MARK DESIGNED BY DRAWN BY CHECKED BY CITY OF T
CONSTRUCTION RECORD SCALE Q�OFESSIO,�� H MD RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS j
3 1/2" DIAMETER ALUMINUM I)I SK, FLUSH IN
T ! EH E
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`� PLANS PREPARED UNDER THE SUPERVISION OF S Lo� z o
CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" ,`_? fes. _ --- ACCEPTED BY: DATE: PRECISE GRADING PLAN
2 Lo
EASTERLY OF THE CENTERLINE_ OF SR-79 AT AS NOTED ►a No.60132 ` - DATE: �� RONALD J. PARKS TR-32437-311-11
THE SOUTHEASTERLY CORNER OF THE BRIDGE °� Exp. 08/30/04 DEPUTY DIRECTOR OF PUBLIC WORKS - - la-
INSPECTOR OVER SANTA GERTRUDES CREED; 4 5' JOHN NNER
PHASE 2 LOTS 1
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL `ff C 1 Y I� �►�' _ _ a
� 06/30/06 19744 EXPIRES: 09 30 07 �r''l '' OF SHEETS i
CONCRETE SIDEWALK. tF 1E0 R.C.E. NO. 60132 EXP I RES: R.C.E. NO. 3
DATE COMPLETEDOF C A�. _
ELEVATION :-.- 1097.163' N/A