HomeMy WebLinkAbout591-13 SEE SHEET 12
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R=600.00 A=113.37'52" T=71.71' L=1 7• �,� C N },
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n m Bea SIDEWgLK SID61.E'G' Cr -� -i"- CONSTRUCTION NOTES:
caloo�6.1 CFS
1690 01 30"RCP 1633.2
26+g5,79 E LI FL ]�CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE CO.STD.NO.309
BC 1670 28+13.5 1850 E" ]4 i'-,�� I6 x_ +
/ F1 - '-� O2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2
SLOW t64
X A640 0
i SEE SHT 15 / FG FG Q CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 2
i BASIN B OUTLET STRUC. o
87 70 - 30+26 38 N'�+ SEE DETAIL ON SHT.15 2:1 MAX.In f-- �4f 10'x10'X2' (FACING)RIP-RAP SPASH PAD MIGROUTEO)
EC +m SLOPE
TC 73.38 59.59 EXIST. 18" RCP 48.76 rc o
l £ m Ne+w
TC TC f0.16 % TC % j39.31.TC I m N
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26 9=850.00' A-7-56' =58.97' L=117.77 \"", R=850.00'A=4' - C �. �► 37.OSTC
26+95.79 - T=106.98'L=212.85'
87.70 27 28 C A 7\r* 3127TC i,- D FL I t1jV j' --_
BC 73 38, 72.78 28+13.53 PRC
TC' 59.59 1650• - 30 ON pAR 23.95TC 18.29 (16.57) SEWER--
22.12 19.89 TC EX. 12"
TC _� TC 57.99 TC TC; ACCESS ROAD TC TCC
37.05 R=1100.00' A=14•22'45" T=138.76' CROWNLINE a0PA
RAC
31.27 7.33 % 32 -._ _..TICWAT
1780 16626 FL 8.33 TW 16�3 F 651.00 TW 4500 TW Tc 27.74 (21.70) (16C40) EX 12
OFFS
1642 p0 BW 1G42.00 84 ! 0100-On 11A ..B CFS 16A133 8W 30+26.3 "-r-" TC TC --� O1I
i 11701667 b7 TW 11
N z 16 g2b7 8W EXISTING GIRL �� ARv EC
3 0W w 16 r� SS ROPO -80_JND r-- BCq N67• 32+31:84 ECR '�
15A33 TP�'E ACCE 346 QA1• I' EXIST. 30" RCP 270 p0.,____ OFFS 17.00" 5.60 -JOIN EX. IMPROV. TR o
KEYSTONE PLPLNR �w N85'4100"W 80 PER II �4333 OS00-09 CFS I��7,' 1 1� /
GRAVI2Y W PERMS"( IN-TO •PLA ®La[io'"•j= A� Sol
TE NOR) L S
I SEPARA �TPIL SET.COW. -
30, RCP I `'v Yfk
15AS.y0 FL OUTLET I '' CERTIFICATION:
-- N5Q 105^E 1632• THESE
EAA TiOFDANCE
WITHTHEPPROPRIA CONDS HAVE BEEN ITIONS DEVELOPMENT
2Q' / MID/OR CITY AND STATE LAWS.AND A PERMIT CAN
BE ISSUED.
�., Y��90'II NOTE ALL SLOPES-ARE 2:1 UN-ESS NOTED OTHERWISE - __--
0 30 60 90 RAYPKINO OTIONNELL RAE.NO.26603
D�OAJNINDT
SEAL-ENGINEER ALB E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET N0.
CIVIL ENGINEERS
WORK CONTAINED WITHIN THESE PLANS Es=r P1_22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE. CALIFORNIA
SHALL NOT COMMENCE UNTIL AN �9 N� 1{l 3788 MCCRAY 25 OF NAME POST AT NORTHWEST IS CORNER I�s
ENCROACHMENT PERMIT AND/IS A a�" y,�$ A♦S S 0 C I��A++T1Eu+S RIVERSIDE CA. 92506 OF RAINIER AVE.APID SCIfEISMAN RD.37.ON OF F4J1_�+f
GRADING PERMIT HAS BEEN ISSUED. • * (909) 686-1070 SCHBEISMAN RD.29.0'W OF HAMPER AVE. SSA'N TRACT f110. 30789
3 ervcL c corvsvcrArvrs OF PP.#72458. SAS OF A MARKER POST.
DIAL TWO WORIONG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 03 PAP 1 REALIGN H6CV AM RETADdIN(i REVD� PAO a Ws DSBEDR �ij ���. ELEV=627.504 ROUGH GRADING PLANS
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ELEV'S.REVISE SHTS B, SIZ IL 13.6 14 / �' � OF 15 SHEETS
YOU OIG YOU DIE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR '? aVaL PP PARED BY- C58602 SCALE:
rou PaE I_eoo_uY_raaIG DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 4rR•�O // R.C.E. N0. FILE NO.
A PUBLIC SEACE BY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS L a O3 H: 1" - 30' V: N/A FOR: W.O. F.B.
UNDERGROUND SERVICE AIFRT FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE EXP. DATE: 12-31-06 K.MMANIAN FORECAST 02_0230 5�
I Z123/o3 14A 04,15'7 /M,6 2-