HomeMy WebLinkAbout649-13 -- 641.0E
�47- GB 625.OFS.. 13.3%--P/L -...... GB628.BFL 2.77 ri�1 68634 0F5_... 1 7.0% 639.SFL HP 13 _.� --.o -_ CONSTRUCTION NOTES:
��.6 3% 623.5FL � _- � .__._. 632.5FL-.. �. �-�
- --------- --� -- `. O1 --CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3
_..._�.636..5FL 636.OFS
OFSOB ..,. ......_ __._ CONSTRUCT AIL ON SHEET 3
_.---- _ /
.5FL 605 0Fs 622.OFS GB- __ --_ HP 612.OF5 62 �I __�... -
GB 634.5FL
._-. GB 603.5FL 620.SFL 612.5FL .-..129 607.OFS., _..._ ,-. ._._-______.. -_ 8.\� - �� _____-� 3
79% 605.5FL 3 '
o- CT DOWN DRAIN PER DETAIL
-" 3 CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET
_ - ' fjI6 --_ -� \�a' CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEETE3id. FL
--- - - _ CONSTRUCT 2 WIDE TOE DRAIN PER DETAIL ON SHEET 3
._.. g _. _ 595.OFS- .- -- .- - \ - o-
2 -.._ �_ -
_ 13
__-_ 2.39, 60 6 _ ._-595.8FS 596.9FS � _ _
3-=-° -- __ - - - -- --- 0 DRAIN INLET TRANSITION
_ HP -_ -.
_ 51:80' 7 - - 55:59r.- - -8�_. 2% - 5s4.8F1 - 595.9FL --_.. 76?_ G8628SFS
1 592.8FS 593-7F - _ - PER DETAIL ON SHEET 3
2.04''--'-_- 591 �3' 0 -- 2° 4.9q --" � \� 6s �� - 13 CONSTRUCT 25'WtDE)(1.I5'DEEP TRAPAZOIDAL CHANNEL PER DETAIL ON SHT 3 9 C7
LGg �590.iFL 6 I --591,8 GB 592.7E -- S - = PIPE TO CURB OUTLET CONNECTION PER COUNTY OF RIVERSIDE =
°
- EL _ I L �� 3 I r -- �.. 52.40 - -_.. _..._. 5920� 1870 \\..� -. -. �-. 17 A� D
590.6Tw Q 1a�3:4- 2t - ( �- -- o�cg ---
588.6TF ,.'.I �s STD.308 ON STREET PLAN
o 16'6 21 t 212 211 I ._ .. -I I - \6? __GE 62asFL
15 214 0 3 0 0 210 I 7 J. 21 INSTALL 2-10" PVC SDR35 DRAIN LINE
N I w Iw 593�7 - 593.8- _ - L___ 209 _ I --- -------/----- ----..---_ 3 ---------� _ s16.FL �. --- E z
8.6 I 591:1 I N 592.8 t�_ a S 593.7- 592.9 01 .208' I 207 - �� 1z 5gsp _ C
I 5,D y b I �� I 206 �. SgO 98.SFL \
-
RAINAGE v I 591.9 590.8 ,o
I __-__._ _._o I ro! � .� 569.E -.__ � M! _� / 624.OFS _ N_K m
RET.-WALL_ I _. _ EASEMENT - m _.-\._ - S - \\ ------L - - - ___. _._ m
590.61W I PER A I I - I' I ..-_.. ^i7 `� .
588.6TF PER
PERMIT -�I _. _ _.. - I - _ _ - - - \ -� �U Mf15.OF
/ v
P!b
\ 53.40' I --51.80'. 33 i 50.85'- 17 f -- PA I��- --.._ 589.3 7 608.OFS
52.00 '._ -_._.. 47.10' ...MI�� �..- .. -
-i5.9?' _. ---2:9 :60'..
SSOm - - __ - - ----- _
DRNE7 -- G 6 s _-_ - �;_ _ -- 6.fo 17 ,''? �a �\ S\\ 'zFs 7 \ s1D:5FL 62D.DFs a
_A
18.42- _38.10'_ _----39:07 _-___ _ _..-204
:73' '
._ 54.50' / -52.00' _-12"DVd �, � ..-._
b2.00' 588.6
XS_.. TC _,,,
6.SFL
09 t 310
. I 311 8+11 I .-_31.2 -• 31.3 0 3
81 _I 35818.60 6�558\u:N0 T
amN
---
sw6a. i G �fI
5
\
-
.
-593.4 315_ _ 203h_a
590-OR
88.5FL
54 o
2g .7 5944 y s i 's • '6� Q'FS
.
594.5 1 12.69•57 58 1 94 574.BFL 606.OFS
TB--
IW202W 59 31.7 rN57W 58 593 --- W
2 m
v/ 157 .. ° 91•_. _?�69,'.._-_. - -.12284�- _.. d 84 TB8.4, h 19J•' _. - PAD LIMITS ��\ - _ a
LLI pg 55 49.42_,. 1 - w - B 3 193 12 7.F W C
Ill 3.Z` - 570./FS 1 573.3E pPyJ 6 N 4 --_-- (g 00 5.00• 572.4FL 5FL a
86.1 a _ s� I G _ _....586.5. ... 1 - - .yh- -\ v 574.0 572.41NV W ; CD
569.7FL 71.6FL \_ - -
___.._/_-5jbp �2 �B_. 318 O1� 196 a 3 2:1 m
I :.---�-- / .o< 83.3p^ 1 .a -...._----_...-_ 585.1 58 6? I
� .� - � -I, 34.9 s� F 585.5 w 573.8 11a.6° F
1 350 / .. �6F -._ .. 6 ^�._. __ y -I_. - __ / T� m 1) 17 �„�>vtff O L 585.5FL
1 Iw / 1 586.1' O a Q - I w r i C ~ BSc". 3._i
I 572.0 Im 572,.6 1 TB -. w a 586:5._ -Y - o :1� •.°'`� ,,t: F2PaNPGE 21 / \ - 5�
n
351 i 0 I ,/� \ 1.1 r? ,o3.5s TB I . - tc 572.3 s S��p o I _ - oo'
352 1 583.1 -- I „ a l 7 7 6Gs
570./ 4 / - 348__ \ TB - p� - A, _- 582.4 ____ ZG 51 19 2 578.7FG I 5
LLL F
: V T -�___. Te.__. r-- 12_ ' - C) 1G 1 Ini
573.2 1 319 - 13 1n g 1 200 1 197 ��la N 573.4 �o 7 1 1
"• �14'� �. o� J a �.. -. 5 SO I _ 189 II o REFERENCE DRANTINGS:
m `� 573:3 � e 12a.73' N 5
C7 - ____ -I ^�' S80.7 I o STREET IMPROVEMENT PLANS: P.M. 30962-CANYON HILLS ROAD &
17.883.1 ,b 7B II tpap HILLSIDE DRIVE
27 66 - J" 11a' \- TB I O • ,.,`I -106.5fi _- 3„f `._ ,h�.vG .5•`�, c I rn I I TRACT NO. 30493-CANYON HILLS ROAD
5' - -� -i \ _.. _ i87 - ...r- ,19.26' _. _ ,.I p i - 191.. o LIMIT$-. TRACT NO. 30493-1 THRU -9 ON-SITE
347 1 N 1 PAD
---- o
- SEWER and WATER IMPROVEMENT
32.0
y 199
198 � m `'1 TC TI * o � 572.1 �� \ ENT PLANS:
2 __ AN
572.1 - _ ' d.. a ..60.00, HILLSIDE DRIVE ROAD
$ � J o
5774 1 Ui � ,�G �. ?i� 11fi� 500 -�- TRACT NO. 30493 CANYON HILLS ROAD
__.
�-. � Vo --_- �- _ _ ------- TRACT N0. 30493-1 THRU -9 ON-SITE
------ W _-, - - --/ - - - - -
"w TC, V TB_ 1 F � I •` ,,o 'CG --'� ..'l �3.7% 0 1�
346 v �o. - -- `
---7:1'- 38.44'_ 82.29 --_.-. 9 _ _ A - . 'V'� .� 5'1 _ - �bg3F1� m� "'1G._.____ - - 15 STORM DRAIN PLAN TRACT
/ _- O0 P w ��_ 57 _ _ i4 _ +�-��� s�. _ A S NO 30493
N 574.8 > �'. �� 57 -s6st�� �to ROAD � ti -._ _�� - �'`
5 / _ -338 \ 5 ." Yi IDLE t3 3_� -
sns u s'1 1 321 71 z -
66-sTF 574.4 m tie v �� " I THER_ G�2 a ti - ti
1 v 576.2 QL - _ - -_ o
�G � - 3 �a 7C 0� �. ,_Ao ___. �"o m't ,]n .off - 8flW-_5�c' -REF.WALL _. -. �. ,.,1 1 g_�\ _ HI� %Q w AYi _ _ h -_- ±� 54.00 A a S7
PER A .._. ��' \w q ` 45 -�p _
. - _ a fiD - (ii $o D
.. 9754 ,o '\'.O N __..\.. i a;• S` :h �560G - .. ----- 5400' I �- LIMI la
u SEPARATE PER I - - iv h 1 •yp 9 �.' n rn o 42- -`}(_-�� .. 54.00 1 A C
Te _ - a w O 575.E 3 a `� _ :54.00' I NOTE m
m _ _ - 109.24' ,gyp s \ ---_ -�N .r/,� /, t'n 8 DW- -T�" -,1. .03 - -- 54.00' 1 _ - 1 1. SEE SHEET 2 &3 FOR SECTIONS AND DETAILS. p1
337 _I - - - .A _ ;. y, �. a a/ _ 1.74' 4a 13,. 5400 I I - _ I 2. ADD 1000' TO FINISHED PAD, SPOT AND STREET GRADE ELEVATIONS. n A
S y 567.s I 339 F5 „ 322 N i 5 >s� o I z
c t 5s6:aTw1 0 575.3 m w d+ ,os^9 tt.a� GB a o 154 I 155 I ? FR= c
ssssTF w 5 - -- 572.8 �� Ap LIMITS 1 II I o II Po 578.9 580.9 m
n u N �- I 0 f- $0 I
1 GB I ^ & / r0 %w ,II o 1.� 1 51 g �59 111 S 76.9 0 0 l z m
3 _--- N 3
576.E 104.00' _. '� i "t'4 I
575.7 122� c � (� N I � I o 572.9 I I
Q o Io 5 009 o II
TB- - _ ._-No �>T Rw- /+' ` k & 148 ul 5689 I 1 A 1
f 1 340 c .� , .: \ \ ,4 ,\ 147 5s8:3. (� I � 1 I re 4.00'
I -569.0 569.E 1 j i+ j
575.E
\ 1 _
rv64.7 I B TB --..._. _- '.. � -i �� 00 -.._..__.-.. I �_._ ',. \ I I �. I 7B` I 54.00'
N - __- __....N v>C I TB _ 1 54.00..
B 25.25 42.49' m �OS .- / 7 �
S 56 ro
--..__. \ 34A5,. pg. 5 51 0"
7 I 50.16'-- - 1575
I TB _ I i 50.16'
o, 1 _. 52.77' 1 50.15' 1570
3. .... �_ --
`� 555.iF1 _._.._343_ / __-- -1� C - 565 -- -- --- -Q7 =0.54 61.07.., 51.14 GRAPHIC SCALE
II. 341 ,C p 7 ---- --- t-3C 6 a w
s I I _ "N 575.9 .� 575.9 f 324 N I r-_ 12 6,'6 o
I I rn rn v v a eT... / I -N _.. -.___-___- 558:6 INV I -
g FM
o q 342 w� / 564.2 1 m rL :.
w tt
SEE SHEET 12 and 14 1 inch �:t
N0. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
QROFEss/pNq _ CITY OF LAKE ELSINORE 13
z CERTIFICATION: �a�EeH HaRrFy� BY ENGINEERING SHEET:
$ @ALLIT 11.1 Fum THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CIVIL ENGINEERING T_T.M. 30493
3 a No.29242 A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY LANE)PLANNING OF.• 1./9 '
o o O O 4 AND STALE LAWS,AND A PERMIT CAN BE ISSUED. LANE)SURVEYING S
1M 5 * Renew'3-31-2007 * (909ICAL�p4R4NIA AVE.-STE.102-CORONA,
FAX(9 9R 280-4150i p 1a TW `7 WORKING
NDAYS! DATE' ROUGH GRADING PLAN FILE N0. o
TWO WORKING DAYS 6 KEN SEUMALO, R.C.E.N0.56915 DATE .1 "1
CAL\FO�1 l, RCE 29242 03-31-07 D
BEFORE YOU DIG 7 JO E ARTG LICENSE NO. EXP. DATE W.O. FOR:
oK'7/29/oV uv� �, �u�iccl> . l88,90