HomeMy WebLinkAbout645-2 I
'�� OF
LAKE
ELSINORE
SEE BELOW FOR CONTINUATION ESTIMATE OF GRADING STRUCTURE QUANTITIES
i «I i I / ,\(I NO DESCRIPTION QUANTITY UNIT
F
I \\®��� ���®'�� PLAN �a'�+ It+ •�. �, T // P 11"\ \ A C01lST.ACCESS ROAD(J SLAC OVER 90R COMPACTED NA114E)PER DETAIL ON SHEET 3 8020I ( `--�-.,i/< ,,1( \\" ` � \, <., \ B CONSTRUCT CONCRETE V-DITCH AND SLOPE BENCH PER DETAIL ONR SHEET 3 8020 LF. \
��•\` \ C CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET 3 2200 SF,
f•: `-. '•>>"' // �'"W. //' 1 D CONSTRUCT SPLASH WALL PER DETAIL ON SHEET J 954 L.F.
TRACT
No. 25471
/ .' +'✓n� 1, E CONSTRUCT DOWN GRAIN PER DETAIL IXJ SHEET 3 9763 L.F.
I / / \ I I• \ �/ ,� »..Kr op „ 1, '03'
F CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 353 L.F. I
15 G CONSTRUCT RIP-RAP PER DETAIL ON SHEET J 252'OY,
6 / IT' IN'��,/ 't ` �i `, / qi,• H RETAINING WALL AREA DRAIN PER DETAIL ON SHEET 3 0 L.F.
)// / CONSTRUCT SEWER AND WATER ACCESS ROAD(3-SLAG OVER 90%COMPACTED NATIVE) 84689 S.F.
K I
�� PER DETAIL ON SHEET J 0
K COYST,I14 TON ROCK SLOPE PROTEC71ON PER DETAIL ON SHEET 3 13,668 SF, C
L CONST,T TON ROCK SLOPE PROIFCRON PER DETAIL ON SHEET 2 17,443 SF.
_ m J COAST,RETAINING WALL RM.4PWA STD.FYAN6/0-I SY SER694TE PEA'M/T. /400 S.f.
SEE SHEET 14 _ z
PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. E ( D )
,w.
______
C
THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NP ES
,, / �.1, ! \ ,,. A •'1 '.I \, �. - ...i /// , �, N �a '/, ,f�., �/ r l _ m
Ey - P' `r / P' \ •II r >"r / 1 / ( �/ fJ 1 / \ r , If"A NPDES PERMIT NUMBER, DATE PERMIT
_.,. - P1 I I r �°' \ , I l •. ,-'7� '( 111 / /i/•� , � �". ,1 n�a � «-- .�J QF' ISSUED. J
/... �.'/ 1\ �' �\ r/l y�o CA WDID 833C325191 �J78/03 n
, ,...__ . /- � ,.� // ,I i •�_ 1
$EE 5H ET 4 ,,. ,; 1 l % / /, ;. / #; �.
< , i / ; � }
t +is`�.� --„ �/ ..i /� ! / ..«r, f PROPOSED ROCK
,..., �-�. '•.. i /, "� �.... ,\ N LOPE PROTECTION
/! Rr uL' .._... _..,, �� `,..1 \., % / ��./ P 7.i•(.� .Tr acy V �" rrIt (S TON, METHOD B)
/ 1 ) T+ Op .....:.,;L.-(,,, ^..•7 +�'a �\ "- // {%' " ,•\,-JF-- - l `- _..
�._.
MAX 0100 WATER SURFACE
F — — — — -
..- '� i T.k' .w,$HOWN ON PLAN
\ 3 I •
s
i
/• �- � � �,.' +sl�odRR'` / •.,.�\�./ ;'.�'*,� :( //" OT"U \ �.. � \'\\� EXROUND
ISTING\\ PROPOSED ROCKT. -( \ \ SLOPE PROTECTION
_ II _-i::��`(^` —.<.E_3..,/.�,.mo' w..—,.,�.i— £LL.,/..� �F\`. `•sl r•. — \�r\ \t�Z.'',^»-u:
.'4.:`•'!(
\l - (1/4 TON, METHOD B) \ 1 ■�, ��` ^ ,
\f �
1 fig'-' / •,`,, ¢8 PROPOSED ROCK
? -
1
••,`� j '., .. '� �V 19.9 PROPOSED TYPE"B" RSP FABRIC B ,"'/•' 2
wnulr ,- \2 , 1S ,,,a.\� \'"�-`. �.:� ,_� ;j / `�•-, \ .-` ",, � 140''" , ��" ) s t+,.,� -....... Y. `ir._..•.,� I
;,•\ \ - .... \\ LLJ
)
\•� a.. ...1�t1;' ,, ,•y'�. ',43". I, ba - •'%i (PER CALTRANS STD., SECTION 88.104) ,�,4�� tY) .«",�_ _• � ..��`.,/ ,... 1 _ (/!
„ \. '2`R. 1, , ir• °`- \fin \.''1 �•� W
i /.,_..Sri i / i, . $ , '. :,: ..: ,•,, %,,,, \,\ )\' X_.:._... ' ..,. ',yy„ .,.. :/ �129.. •• � ...� ,�r,. x.
tt
1 TON ROCK SLOPE PROTECTION ( \ I H
m r
N.T.S. I
/ ,-�! '�.', I .. '-.,�.. ,., '•a.->-'-":"T -'-,,,/ "` ,' ;• ,)•,. - .. )! l I� -CALIFORNIA
FOR ADDITIONAL INFORMATION, REFER TO CALTRANS BANK
I p 7 �� .:-•�/ �' / 27 t49,; 1$: L ,;�fi 5�� 5
_. ` '\ ._`t�Y'` „,, •-" i / •�� „ ,f _ r / _ 1, \\ :.1 �� / AND SHORE ROCK SLOPE PROTECTION DESIGN MANUAL, 3RD EDITION, 7__
2001 &CALTRANS STANDARD PLAN 813-2 JULY 1992 4
LIE—
/I <! 4 / \ \ \. CLASSES
5
I /�' b4 3 `•,,. ,;! " I 1 � '. * � }. -�•,t< I METHOD 6 PLACEMENT)
1, ..., ( ,t•/ .,�.\.• "�_- ! i r ( ,,;.'.._. ROCK BACKING i � P r: ,I' ,. / /' ,.. ,_.. /9' � �
.._...,�,
( z
.. ",;; ;4 .. �,•� / , � .,.._ .. / \ \ �; _„_� 171 j �•y /;Pj� �I SIZES. NO Ip
I .w
A t 1
-
µ
1 TON 1 4 TON 2 P
-as
44
�l I
i
. ../ / . � ;�, .um... , ; � �,� I \, : ;(�xA/ ���j" `���?, ;r' 2 TON -
LOT' x 47 75.... ! <,.....,n. \. �. \ S i 1 TON 50 100 , — ——
I
/ EE 1
J
m
\ _
\ , 7 I s1 -
4 42 �yc ,,— f� ..; -�rt,�� .��� �,%{ 1/z TON s o0 0 5 �''} ` u '''
,._ ;:r..• \ ;,P_.. - ;/�' •4.i .� ./s I�/ 1/4 TON 50-100 %nf ; •I' /.. -' `•.,•..� .......
. , •�A:' r.',L:. f`\. „M
1, ('
s.-r, =, � .. r',T" %-....,, •.✓ I \� \ (, .,f... , % "'z m
.% ( „ �....,.. --` c' ,, /• AN„ \ \ l \�,,. I: .� 205 LB 95-100 ,4
� I ` r 25 LB 50 100 •
r S
ff
gfi `
.Q .. .: .._ -. ;\.. 1 ,, , ,,,,, ', _ •, v�//)%,// 'ROCK SWILL BE EITHER QUARRY 9 11 1 .v`N' � •�)J W
STONE OR BROKEN CONCRETE ,�I,` al �,) f R. LLI
w. `•,., !', wlla9rf y ,. �� �/f 187 1 a' '�60 1' 1 ,,;!!;, , COBBLES ARE NOT ACCEPTABLE.
, , ", �\ ry2 ;. ,: .., ,. 118 l i i;'.,°` ��• ,s; �I
s I � L..,r,�`,\' \61' r +, 0. ' 02 � ,;1 r' . ' 1'8 ' '']�6 1;62, i11LH, �\. - ,,.•` �' 1,.1"! ' / ��cw•
r
J
,
p
aty- I r a �\ 43`I'
9- 2g..--..,, 20 \ 20 184 ! / / ` ... _.._. .... \I / k, , /,
�'I \, r 8� :,./f 6 20 26 r •1g �, f9 r I , ',, BIVEAso \57..,. 2 2p1. ' / .Ir.L
�.I'fY 'OF_LAKE �LSR�..-`_
\ -
I
RE
SEE SHEET k ;�• I ..;' ti` ..,,/ r i
, f
1 _
,
:�I ... ..-, ;\: • b r, \, 86.',t� _:• \., �., ,, ,:", � . ,_., . , I .`.,\ •,z5�,252, 125 �� >�,��„i I\\'\ 'J,l ,"„1(T
/ LOT SWN 9 xa / -
30 226
Ly '
1
/
o L. 5
- . . ..t, L.,. _..
/ / ' -%
SEECONTINUATION
•CON N UATION
N �G�
............ ._/ /
'3 !
FO
......_....,., ,._o /, _ -•_ , Air ;','/ i/ �� , � lr•,
....._. ( ` /
o �� ! J , , �.... , i f !, f /,, i
1'i f/
Z/ �, m
' J . o
,Jr r" ;/ � , LEGEND OF N & SYMBOLS BEGIN VERTICAL CURVE TOP OF SLOPE Z I �
_._.
I /< ;,L / „�J%-•....;{.:/,� T.C.GETOP OF CURB ABBREVIATIONS oo — EXIST.CONTOUR z
.i�{ BRE
.,�, ,,4 •, �-� , ` �� F.L. FLOWLINE ELEV. Too PROP.CONTOUR E.V.C. END VERTICAL CURVE TOE OF SLOPE �
1 / " ) 1 ',,�>\ '` \7 I - T.G. TOP OF GRATE ---- PROPERTY LINE
o I -�---"�"'--•�,y \ ��`, \� � 2'j; /- ,o' \ P.I. POINT OF INTERSECTION RETAINING WALL �
1 1 G.B. GRADE BREAK -�--�-- DAYLIGHT LINE 0
/ , - .P. EDGE OF PAVEMENT FIRE HYDRANT o
g I —� * % i f a,, F.G. FINISH NISH GRAD SHEET FLOW RATE ;y, TOP OF WALL ELEV. a-- STREET LIGHT
-- -.-•-•--- / - \ // X' •e R.G. ROUGH GRADE GRADED SWALE
o ( - • i / _ 1'H<i %\ -� F.S. FINISH SURFACE --�� CENTERLINE T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
�� _ _ �' / I •»'/I _ - SWALE HIGH POINT LD.F LENGTH. DEEPEN FOOTING E 0.. o WATER METER DEEPENED TING
INV. INVERT OF DRAIN —..._ 0 0
as PAD ELEVATION FLOWLINE DWY. DRIVEWAY CATCH BASIN k LOCAL DEPRESSION
o� 0 100 200 400 600 800 \.'F ` <• ' '+;q�, 'Aar, •.,g : j— yp� ,.=Ly—",—J '- ,t...,.� .` _ F.F. FINISH FLOOR ELEV. ma's✓ SUBDRAIN N.T.S. NOT TO SCALE
LSEE-SHEET 8, 7� /, ap , /, �- \ �- O DEPTH OF REQ'D OVER EXCAVATION
', .; SEE�SHEE'T 9'" \( r IA;; G.F.F. GARAGE FINISH FLOOR _°�_ AREA DRAIN P.U.E. PUBLIC UTILITY EASEMENT 3'O.X.
,46 +ry'L,n» �y ,.>,�.,,.ate r�.�L �.��.'....... «.. ..T _ _
t r .... / .m, \ �. 1� CUT/FILL LINE
SCALE' r - 200 1
,-
» ..•, i _. f � SIZE AS NOTED OFFEL WALL F
RIP-RAP SI L ROCK SLOPE
INDEX MAP ON Purls PROTECTION WDID #833C325191
�o
Pg !� REVISIONS: SEAL-ENGINEERPREPARED BY: o PREPARED BY y, CRY OF LAKE ELS14M m
USC AND GS BENCH MARK DISK IN CONCRETE ,? HUNSAKEV dE ASSOCIATES n
o DIG o MONUMENT STAMPED D 307 1935,IS 38 FT WEST ppOFE55,pN o� / VINE, INC ROM
CIUMS �N G
i8 DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �o aNuooEfs4� PAu R. DDLESTON,JR.R.C.E.58020 EXP.8/30/OB DATE INLAND29ADM STREET SUITE OF
TWO WORKING SOUTH OF POWER POLE 19319 CWT. cy ' RIVERSIDE CA 92504 (909)352-7200 TRACT NO, 25478
BEFORE DAYS BEFORE =� N0,58020 n PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS p� L7
YOU DIG YOU DIG REV.RETAINING WALL TO APWA STD.PLAN 6/0-/ ms rr " EV.8/aoAx A E PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH INDEX MAP - -
a HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS o
MARK DESCRIPTION BY APPR. DATE r SCALE: V=40' PREPARED FOR: CENTEX HOMES
TOLL FREE 1-800-227-2600 l CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED.
z A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH rf o aeu°aa` W.O. FOR: F_0_ FILE No. d
or F 2280 WARDLOW CIRCLE, SUITE 150 I
- UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 Q"eL� a/��� DATE: JULY 2003 CORONA, CA 92880-2896 0919-25478 CENTEX HOMES �L�IJ �I + O
CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE 5s915 (909)279-4000