HomeMy WebLinkAbout907-3 CaNSTRUCTIL7N NOTES & QUANTITIES - THIS SHEET
NO, I DESCRIPTION QUANTITY UNIT
1 INSTALL DRAINAGE PIPE THROUGH WALL PER DETAIL ON SHE.21 22 1 E.A.
!
WALL AND FENCE LEGEND
,
-x---r'e- WDOD FENCE
- TUBULAR STEEL VIEWING FENCE - - - - - - - - - - - - - -
SPLIT FACE BLOCK WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
!1 WOODEN GATE 565 l 009
■ T FACE BLOCK PILASTERSEPERATE PERIMETER WALL PLAN) 009 - - - _ 1600
(PER
NOTES FENCES AND WALLS TO BE � ', � � -- � 8061' _ � � _ _ 1605 SBi
BUILT PER SEPERATE PERMIT
- - - - - - - - - - - - - - - - -- - 0.62•
O
60.01' ,ZO'09 9.89• 50.22' - --- m
at k 5 1604.E + e 16ozo ,� 60.10,
1604.0�^ HP� - N m 1605.2 1606.4 HP. - 16075 it S z
w 6 H.P. \ H.P. �° H.P. �.P. o I L
A 1604.1 1608.1
1 ', FL -� H.P. 1606.E 16072 i8 H.P.
1603.E A A 1604.8 �- 1606.1 q FL
1603.6 19 FL 1 004.3 1n FL to' A A
A A FL A A o.1• .1' 1607.7 a D)
603.1 5 FL I FL 2 0 I 1504F8 1605.4 F605.5 1605.9 D.. 1606.E 5 F6072 i ��L A I '
5' 4R-3487 I 21 L FL 23 24 FL I D.' 1s°7s rn n
L 1 L-2266 5' P= 1604.9 10' 3L-3206 LKK ` 4L-3487 2R-271(�L
10' P= 1604.3 1 FF=1605.57 I I P_ 1605.5 1 1 P=21606.11 �:) 4L-3487 1 1 R-2266 + P= 1607.9 5' I s UT I
FF=1604.97 �+ ae s 8 P= 1606.7 P= 1607.3 I i. P= 1608.4
_I I$ N FF=1606.17 " FF=1606.77 FF= 1607.37 5' I FF= 1607.97 FF= 1608.57 N FF=1609.07
�_ 1 .
z -- - 0.3. 10 12 c_I 4.
x
1 GFF= 1 1 ► I cFF= --- G.5' �I 5, - 1� - -- 2 6 �7
GFF= I `0 1604.9 I � GFF= 1606.1 5 GFF= L GFF= u. 1608.4
1604.3 �w 1605.5 604. o.' l 1607.9 606.8
502.E T \ FL-GB 1605.41606.7 i 05.E + 1 GFF= L-GB
L-GB 1603.0 1603.0 1603.E / 1505.0 FL_GB �G9 op, 1607.3 m
w FL�GB 16 4.3 FL�GB 1505.0 / T / 1607.2 1607.4
FL-GB O FL-GB o \ FL-GB . FL�GB
{L GB / " I 1606.0 FL-G8 c\ FL-GB TI
N / o o�as � �pS h ��o + \ �� N I;y / FL�GB FL�GB FL�GB I /
O Ory•irf`>t / O F5• 'S•? O'h• '�J) / \ hry Oy I .a EI N
r^ S.� F. y - 52.32'� - 54.94' - 5.0 -_ F• S O �i .n s O •S•
V J - - 60.02' S 16.69, F 29.27 S 9 \ p N \ 09�5.
_ --4--------- -- �___ 8.5T �S`r T S, �- 11� �Y�'j-'-•-- 3).No
1.605
ar
CM
- - ---- - - - --- -.._.._ _ --- L "--� a
N A -- �-- 1 - _�_ -A LBA--- _ f z
�' c ° 6 STR T 3 °�O °k , r�u - --STREETII , 'r'I I �, w z
- ' - ` m ` .cis > 6 - --- __ L- _'��-I-� - r-T,-
W = O \60.15 74, �O) 57.26' yh OS 5- 0.00( / iS.95 OFS•
Do
O�Z• ��6° / 3S.4-7 i /�/ 18.98' I,� Q I W 7J
40.71 �Oo4�? -\ �19.2j'� I J j � � I n
CO
\ N \ J I o 1� D �. / o OF' h6 za % �✓ I / VJ
\ f x 1603.1 w16 \ 16 1a 05.71603.1 FLOGB 16
F *•os•
FL�GB FL�GB FL S� FL-GB
u
FL-GB \ a
1602.5\ / os' � � � I ?7
> I
I 1605.4 1606.4 �tgs.
FL-BB •• 1603.9 - 5'•' GFF= 1604.3 I O It5• GFF= I
GFF= � FL�GB GFF= I 1605.5 FL�GB FL-GB L�GB � 0
1604.4 1605.0 - - - - gv i I1 12.2' 1606.9 26�,
5 5' 60' - D.F. / 8 f M 1607.3
GFF=
55 - 5' -- -- 5' 06.9 1606.E FL-GB
1 1 5 4 1 10' I 5 2 30' 30' I >r - 5 1607.5 1 5 0 FL�GB FL�GBo' zo' 20 1s Nr3L-3206 4R-3487 L oDT 5 �710 cIP= 1605.5 _ 3 -3 O3.g --Io:v w L GFF=
037 1 R-2266 zP= 1605.0 s 0' FF=1605.17 jiA.
I I GFF= s' 1606.5 I I
P= 1604.4 FF=1605.67 FF=1607.57 2R-2710 1sos.1 06' ,
;;04'*637 0. FF= 1605.07 1604..3 FL 1 1606F2 ' IP= 1607.5 s' --r FL 53 1604.9 1s
1603.7 1606.9 FF=1608.17 , -
I D.,
48
o FL 0 Y FL 1. E C nc 1604.7 .� 1606.2C sy FL6 •F• = 4L-3487 H I 1504.3 FL _
a 1603.4 160 77 FL -�� I i �. F� 1606.8 I 49 I P= 1608.5
FL 1604.7 1605.2 a 1606.E FL
H.P. H.P. H.P. 1 -� FF= 1609.17 I ❑
y� � � H.P. 16072 1 L-2266 1soz7 lsozs I �
e 1604.1 -- ---T1 H.P, P= 1608.1 I I FL FL
12 H.P. $ y / LID
T�/ I FF=1608.77 16074 I CD
1 - 1 •2' C ig
o
at A
r o i 1607.5 A 1608.2FL
N I z E y C
1
J 'k 1+ + H.P. yu i
60.0o' /,O°< 1 61 078 n N I m
oN 6o.Uo' - - - - - - o- - - \ H.P. _ I Imo
a< ,�I 65.00' 60.00' 60.00' 60.00' o
A n
3 c 0 10 20 40 60 80
g
' •SCALE: 1" = 20'
TRACT 25476
v g•
M 6-1.07 8v z
/ BASIS OF BEARINGS: BENCHMARK: REVISIONS: SEAL-ENGINEER PREPARED BY: May PREPARED BY: CITY OF LAKE ELSNORE
00 111i I USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES PRECISE GRADING PLAN
THE BEARINGS FOR THIS SURVEY IS MONUMENT STAMPED D 307 1935,IS 38 FT WEST y 24,2007
DIGo THE CALIFORNIA STATE PLANE RPofESS,ox IRVINE, INC OF
is COORDINATE SYSTEM, ZONE 6,NORTH OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,o aNuOates4� PAUL R.HUD Dr,JR.R.GE.58020 P.6/30/OB DATE INLAND EMPIRE REGION TRACT NO.325M
o IKI
ag TWO WORKING AMERICAN DATUM 1983, AS SOUTH OF POWER POLE 19319 CWT. AQ g °z 2100 ADAMS STREET,SUI1E A-15 Pi s.�_rJ 5
oats 6EFGRE DETERMINED LOCALLY BY THE LINE HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. 5 No.sao2o `A RIVERSIDE CA 92504 (951)352-7200
YOU DIG u EV a/b/oe n THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS SHEETS
BETWEEN NGS CORS STATIONS"ESRW" s
tl g ELEV.1425.7E NAVD 88,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE r CITY
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: I/�
rou FREE 1-eoo 227-2800 AND"PPBF",BOTH AS PUBLISHED ON CENTER HOMES J
=4 NOTf.• IHE VERDCAL DATUM FOR THE ROUTE 74 +�f CIVIL a+ CITY AND STATE L AND HAVE BEEN FOUND ACCEPTABLE. SCALE: 1 20' W.O. FOR: F.B. FILE N0. p
A PUBLIC SERVICE BY NGS DATA SHEETS, BEING N31'30.44"W DESIGNED BY:ARTEMIO BARRERA DRAWN BY:ARTEMIO BARRERA ar i,�01 n/ / // 1265 CORONA PONTE COURT Z
�x UNDERGROUND SERVICE ALERT (EPOCH 2O00.35). PRO,ECT IS 245 FEET LOWER THAN THE WER77CAL Q GL�LIi'7 DATE: May 24,2007 CORONA,CA 92879 0919-32503 CENTEX HOMES
DATUM FOR THE 7RACTIMPROW£M£NT PRO•ECT. CHECKED BY: PA
HUDDLESTON PROJECT MANAGER: CHRISTOPHER PITZER KE A.SEUMALO CITY ENGINEER RCE 56915 EXP.6 30 07 TELEPHONE 951)479-9300 Y 1 m