HomeMy WebLinkAbout611-6 SEE SHEET 7 SEE SHEET 6
NOTE A9 19.06' 00 ^ 76 0' 79
LOT 2 4.0' HIGH RET.WALL, L=78' �+ 65823' n33 G /� _ 3O 74.
LOT 5 6.0' HIGH RET.WALL, L=55' of - 1
LOT 30 5.33' HIGH RET,WALL, L=84' I
LOT 31 4.0' HIGH RET,WALL, L=91' SOOTW
I � ` f, a 98.OTF - 68.OTW
:+ 804.O7N 8 ro 64.OTF N
LOT 32 2.0' HIGH RET.WALL, L=44' c .; ^
98.07E ... �. �� m .. ... `� 54.3 49.9TW
LOT 34 4.0' HIGH RET.WALL, L=58' 992 $ 92.7 v 844> .37 .:^ 65.3 q4 bTF
HP �...
LOT 35 6.0' HIGH RET.WALL, L=35' �FLb C_�~ 6 �` ' 6 64.5 o
7�51
r HP fi5.i 58.63TW
95,07N 53.37E CDC
.:�.; 990 2G 91.07E3 9FL3 18 9FTGr FLS FL FL 5 2A i C
d, 5"E%T
PE= 799.5 I 54.0 a Z
., ' FF= 800.0 1 PE- 784.7 3C FTG PE= 765.6 53•9 3C FL v cT
eooTw I / 4A FF= 785.2 PE= 774.9 FF= 766.1 z
PE= 754.6 s c
se.oTF + 6"EXT g"E%T + PE= 793.0 76A TW FF= 775.4 21' 6Exr 33TG FF= 755.1
:4"i•`' FTG FTG FF= 793.5 74A TF FTG i1"EXT 3.2INV 5' A 3 ED
CURB C e'E%T 73b FTG 54.0
LINE ' FTG !1"EXT 5.3 FL FW
3 " 175' 8"EXT 1 FTG 5 4"EXT p 3"EXT p p a
FTG 5'E%T FTG
Y.v by��:kr 1q h+ i'A Y+
�. j 4 }u... :. 982 FTG 23.5' 9•E%7 13 FTG
25' p FL 6• O O GF= 774.9 FTG 21.5' 53b
GF= 799.5 GF= 793.0 83.z GF= 754.6 FL
R/w m sf.e GF= 784.7 FL 74.o GF= 765.6 s3.B7G
NOTE:WHERE TWO DRIVEWAYS 5' 16' C' 5' CONTRACTOR TO WIDEN WALKWAY �' " 'R 98.4 m FLn 5.40 FL m �•5 �•i 52.9INV
EXIST SIDE-BY-SIDE.4'WIDE TVP. TO MAINTAIN 2%CROSSFALL ON $� ;j'.q:; FLU 91.8 FL "� FL 53'949.9TW
WALKWAY TO EXTEND BETWEEN 4'WIDE WALKWAY BEHIND DRIVE ?.�� I "� $ $ 52.8 HP I qq 6�1
DRIVEWAYS. APPROACH. •� 1 83.7 'y /• I�'. m !x INV v @ OUTLE
HANDICAP TRAVELWAY/ I '' a'� ! m + FL �// ^ 1
,.Y„ t. 93.OTW 76.4 TW
n OTF
74.4 TF w 533TF
w�
N 3 6. '^ Q Q Q
DRIVEWAY DETAIL
"'T'• 55 70.00' '9 77.00' 76.00' 76.00' 74.00'
r [,
NOT TO SCALE
NYC. .
A.
1
98.99 97.99 96b2 9C30 9C.34 89.69 86.07 8329 81.36 76.79 73.49 71.43 67.07 64.10 iu 57.35 54.31 5224 47 b9 W
TC TC TC TC TC TC TC 7C TC W
10'PARKWAY TC ,� TC TC TC TC TC ,03 SEW L.I::E PER WATER AMU SEWER PLANS
5" FSRW ELEV-FL _ m
1'C.F. 2% GRADE+0,70' -
�pl 1 11 6.00% 71.B1 INV 14 [n
II 94.50 9369 @OUTLET 6�'� m .iEa LIf1E PER WATER ADIU SEWER PLANS
OIRVEWAY APPROACH TO
BE BUILT PER RIVERSIDE TC TC TC TC TC TC TC TC TC TC TC iu TC TC m
COUNTY STANDARDS .ws EJ ,.:r •..•.••:' ..1.. s .y
Lj
SECTION C ;.,� 4
yLLJ
T a.
NOT TO SCALE „. ... '.w:`S: [• S t ;B C
' .-. .. 1 t E Z
< � r n 65.00 65.00 83.6 80.00 80 00' ' ...67 4TW 75. 80.00' v J i z
' 90.3TG Hp o m x 9
I//III \\\ 94.5 m 89.4INV 'a S3.OTG r+v i 61.47E A
w \ B2.fINV 73.3TG 52.3INV 51.70 IN
88.91 IN 81.70 IN 63.3TG +° FiDO
949 5' N i @OUTLET °1 @OUTLET 723INV 73.0 6231W 5' 'q' m 61.80 I 73' iO @OUTLET m
a< GF=796.0 FIL GF=791.2 GF= 784.0 rl
FL =
@OUTLET
I ,`F• i1'EXT I 4"EXT 82.8 6 63.1 GF 754.2 '
pT�QythSO�. a FTG FTG 90.0 1 p FL GF= 774.2 8"EXT 63SN FL 6'EXT
90.5 FL I 26.50' FTG HP LI a FTG 1
-� = 1
ra p� 1 6 GF 764.3 z7.s p 13
G QJ 24 93' 8"E%7 HP }
12.5 90.3TG FTG 83.3 4FT�T 6'EXT1 20 B•EXT
FL @ 1x wv+l"�E�K r"�%N�'uP� 89BINV I 53.7 53Li
FTG 5"EXT FTG
30"EXT 8"EXT 736 63.3TG FTG
OUTLET. p� . FTG PE= 791.2 FTG 62.7INV B"EXT FTG
HP PE= 774.2 FTG FTG
g PE= 784.0 FF= 774.7 PE= 754.2
PE=796.0 FF=
38R 75-Exr 5 loco I PE= 764.3 FF= 754.7
4"PVC SCHEDULE 40 ed' N y:, FF=796.5 FTG FF= 7B4.5 73Arc I 4AR 67Arw FF= 764.8 3CR
rl 83ATG 61ATF 53 STG
4'" 1AR 2CR I 7zslNv 18R i 52.SINv I �.
,(Q• 82.5 INV
�-a I •,�i':. FL 7.60' in u! 90.5 90.4 73.6 5
V' FL 90.9 FL t 63.6 53.4
•: HP
FL
w I
cn
95.7 95.1 'n° 83.7 FL .. ...
FL ^ � 73 9 63 7
m HP
'w.:. ... .. .. .. HP FL
R 44 A ...
•,i A HP I � J,•7
3 73.9 S?.SO 63.5 6
FG 84.4 69CB aa96• FG ��'f2. FG 5592 0 F.7 6372 $ m Z
7j //-FGG GJ
96.3 q9• / Z
.. FG 92.0
ED
FG v 2 m
CERTIFICATION:
s CONSTRUCTION NOTE
O THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
DRIVE APPROACH PER MODIFIED RIVERSIDE - AND/OR CITY AND STATE LAWS,AND A PERMIT CAN GRAPHIC SCALE I"=20'
COUNTY STANDARD NO.207 ON SHEET 2. ''r`. BE ISSUED.
w 4'P.V.C.DRAIN PIPE OR EQUIVALENT /f
Oo 4"POP-UP DRAINAGE EMITTER �q:� Q�� 03((B(/�• 0 20 40 60 I
w 0 4"ROUND GRATE KEN SEUMALO R.C.E.NO. 55915
N NOTE: SEAL-ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
w CIVIL ENGINEERS
DT WORK CONTAINED WITHIN THESE PLANS ! ����
SHALLENCRO CNOT HMENTMPERMITUAND/OR NA 3768 B RIVERSIOECCAY 92506 CONCRETE POSTSS DISK SET AT NORTHWEST TOP OF CORNER
IN THE COUNTY OF RIVERSIDE. CALIFORNIA
.� A S S 0 C I A T E S (909) 686-1070 OF HAMMER AVE.AND SCHLEIAMNE RD.37.ON OF TRACT110.
30789
a GRADING PERMIT HAS BEEN ISSUED. ° s RNGINRRR CONSULTANTR SCFLEISMAN RD.29.ON OF HAMMER AVE. ii.ON PRECISE GRADING PLAN
THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR C7B60C OF P.P.#72458. 1.0'S OF A MARKER POST.
DIALTWO WORKING a �I�""' ELEV=627.504 LOTS: 1-6, 30-35 OF 7 SHEETS
nl BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILfIY OF THE DESIGN HEREON. EXP.12-31-06 a� ((
o - IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR YMEPARE� Ds� SCALE:
a YW DIG YOU DIG DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE °'J7 �� FILE N0.
YOLL fRE[ A PUBLIC°FNCE BY I-°0°-�r-R800 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS REVISIONS �'pp c 3 D H: AS SHOWN �. N/A FOR: W.O. F.8.
8 UNBERBROUHB°ERVICE ALER! FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE 12-31-06 K.H7VN�AfIAN FORECAST 02'230
14A.V es4CK 4.11WVAL-S6Y 3weY I
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